Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB2

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:10

SOUTH MORANG RAIL EXTENTION

2CB2-1 -2 -3

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

2CB2 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

bm5 UB530*82 300PLUS 6396 11.83 527.21bp1 FLT10*180 250 90 0.04 1.31bp22 FLT16*150 250 319 0.09 4.91bp24 PLT16*209 250 3384 1.50 86.81bp25 FLT16*150 250 306 0.09 4.71bp29 FLT16*150 250 669 0.23 12.61bp33 PLT12*236 250 495 0.21 9.01bp42 FLT10*90 250 233 0.05 1.61bp56 FLT8*75 250 153 0.03 0.71bp62 FLT8*130 250 96 0.03 0.71bp68 FLT8*130 250 199 0.04 1.21bp69 PLT8*160 250 198 0.05 1.41bp71 FLT8*150 250 199 0.06 1.61bp83 FLT8*150 250 209 0.05 1.51bp84 PLT8*180 250 207 0.06 1.71bp85 FLT10*90 250 237 0.05 3.32bp96 PLT8*160 250 205 0.06 7.34bp97 FLT8*200 250 160 0.06 12.47bp114 EA75*75*8 300PLUS 314 0.09 2.71bp121 FLT8*130 250 95 0.03 0.71bp126 FLT20*180 250 743 0.30 21.01bp133 FLT8*130 250 99 0.03 0.81bp134 FLT8*200 250 160 0.06 1.81bp138 EA75*75*10 300PLUS 342 0.10 3.61bp174 FLT10*110 250 493 0.12 4.21bp182 PLT25*370 350Z 459 0.38 33.31bp185 FLT8*130 250 96 0.03 0.81bp222 FLT20*150 250 647 0.19 12.71

15.85 761.6TOTAL

GRID LOCATION2CB2 V-W/<6

1 2CB2BEAM (S) REQUIRED MK

-1

ISOMETRIC VIEWISOMETRIC VIEW

-2

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB2

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:5

SOUTH MORANG RAIL EXTENTION

2CB2-1 -2 -3

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

2CB2 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

bm5 UB530*82 300PLUS 6396 11.83 527.21bp1 FLT10*180 250 90 0.04 1.31bp22 FLT16*150 250 319 0.09 4.91bp24 PLT16*209 250 3384 1.50 86.81bp25 FLT16*150 250 306 0.09 4.71bp29 FLT16*150 250 669 0.23 12.61bp33 PLT12*236 250 495 0.21 9.01bp42 FLT10*90 250 233 0.05 1.61bp56 FLT8*75 250 153 0.03 0.71bp62 FLT8*130 250 96 0.03 0.71bp68 FLT8*130 250 199 0.04 1.21bp69 PLT8*160 250 198 0.05 1.41bp71 FLT8*150 250 199 0.06 1.61bp83 FLT8*150 250 209 0.05 1.51bp84 PLT8*180 250 207 0.06 1.71bp85 FLT10*90 250 237 0.05 3.32bp96 PLT8*160 250 205 0.06 7.34bp97 FLT8*200 250 160 0.06 12.47bp114 EA75*75*8 300PLUS 314 0.09 2.71bp121 FLT8*130 250 95 0.03 0.71bp126 FLT20*180 250 743 0.30 21.01bp133 FLT8*130 250 99 0.03 0.81bp134 FLT8*200 250 160 0.06 1.81bp138 EA75*75*10 300PLUS 342 0.10 3.61bp174 FLT10*110 250 493 0.12 4.21bp182 PLT25*370 350Z 459 0.38 33.31bp185 FLT8*130 250 96 0.03 0.81bp222 FLT20*150 250 647 0.19 12.71

15.85 761.6TOTAL

GRID LOCATION2CB2 V-W/<6

1 2CB2BEAM (S) REQUIRED MK

242

CU

T

163 151

3300CUT

16C

UT

60

300TOPFACE NO PAINT

77SET

233

528

16

314

147

252

33

1741

3384

498

498

0

114516

43

100

100

100

100

64

3384

339

3374

6469SET

3095

30950 SET

2866 2866

0

UB530*82 x 6396

760 2562

1395 3214

131

82

695

2420

bp42

bp121

bp13

8

6 x Ø26 8.8TF

bp114bp24

bp33

bp56

bp97

bp182

bm5

bp97

bp68

bp97

475 1802

760 1041

281 281

0NEARSIDEDIMENSIONS

285 1327

288 1347

298 298

0FARSIDEDIMENSIONS

472 1819

760 1059

4315SET

124

1240

827

951

774

1725

3SET 20

NO PAINTTHIS FACE

D

D

C

C

B

B

A

A

JJ

bp134 bp97

5 x Ø22 8.8S

bp133

bp96

bp62bp185

bp97

131

157

3SET 34

130

184

129

104

75 27075

5815SET

3041 6396

489 3355

2SET

1148

1612

412 6396

661 3223

1141 4843

480 3703

1141 5984

506 3720

1535 6396

1141 4861

6515

276

SE

T25

2

250

3147

237

3384

2897 2897

0

9090

675

3095

7070

7010

0

0

DETAIL 1-

H

H

G

G

F

F

E

E

bp69bp84

bp222bp96

bp71

bp174

bp1

bp83

bp96bp97

4 x Ø22 8.8S

bp97bp96

464

464

0

625

33841147

2759

3975 6396

5260

6396

1896

3223

8615

7

1141

3703

4926 6396

1395 3214

bp174

bp29

bp96

bp97bp97

6 x Ø26 8.8TF

bp134

bp97

bp33

bp97

bp96bp182

78

214

214

378 1725

695 2420

1347 1347

0

1135

11350

951

9510

5578

76010

41281

2810

13FALL

5941

46

1470 1470

040

70

55

71

4545

75 75270 7575 83

298 298

0 760 1059

760 1819

bp56bp126

6 x Ø26 8.8TF

bp96

bp97bp97

60

100

48

71

37613

27

55

760

2562

760

1802

61

65

163 151

78 TYP SETOVER FLG

201

111 SETOVER FLG

3173

6396

1140

5983

1141

4843

413

6396

170

175

78 TYP SETOVER FLG

506 3720

1141 4861

1535 6396

TYP DETAIL UNO

bp1

bp97

bp96

bp1

bp182

bp24

bm5

DETAIL 1

14SET

194265

153

110

107

459

120

130

120

267 192

80 70309

370

135

150

85

1355

302

343 116

7318

0

M

M0

FSBW

bm5

2 x Ø26 8.8S

bp182

2 x Ø26 8.8S

bp1

BACK VIEW

370

25

7311

718

0

0

0

0

FSBW bm5

2 x Ø22 8.8TB

bp1

bp24

SECTION ANOTE:READ IN CONJUNCTION WITH DRG NO 2CB2-3FOR SECTION DETAILS

-3

NOTE:READ IN CONJUNCTION WITH DRG NO 2CB2-2 FOR BEAM DETAIL

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB2

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:7.5

SOUTH MORANG RAIL EXTENTION

2CB2-1 -2 -3

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

714663

4859

47

576063

DIMENSIONSTO CONTACT POINTS

bp126

bp138

1 - 1

62

48 SE

T

23

1860S

ET

57

bp62

bp133

bp114

1 - 1

7040

4070

199

190

10791

11294

READ FROM bp 85DIMENSION - ON 2CB2-2

READ FROM bp 85DIMENSION - ON 2CB2-2

0

FSBW

bp85

bp22

4 x Ø22 8.8Sbp85

bp25

4 x Ø22 8.8S

SECTION J

36

73

47S

ET

61

17

58S

ET

75bp185

bp42

bp121

1 - 1

3327

339

20

4545

33

bp13

8

2 x Ø18 PB1230

6 x Ø26 8.8TF

bp126

SECTION A

5FACE OF ANGLEOFF CENTRELINE

157

131

197

129

11

2 x Ø18 PB1230

bp133

2 x Ø18 PB1230

bp114

bp62

SECTION B90

81

1625

216

00

bp22

bp85 2 x Ø22 8.8S

4 x Ø22 8.8S4 x Ø22 8.8S

bp25

bp29bp85

SECTION C

129

104

131

82

110

11

110

10

11 CTRL

2 x Ø18 PB1230 2 x Ø18 PB1230

bp97bp96

2 x Ø18 PB12302 x Ø18 PB1230

bp121

bp42

bp185

SECTION D

59 41

110

11

6160

2 x Ø18 PB1230

bp97

bp56

2 x Ø18 PB1230

SECTION E

100

7070

70

9090

11186

331

00

0

00

1 x Ø50 4.6S

bp33

4 x Ø22 8.8TB

2 x Ø22 8.8S

bp222

bp174

SECTION F11

010

110

11

bp24

bp97

2 x Ø18 PB1230

bp96

2 x Ø18 PB1230

SECTION G

465 465

0 1147 1612

1147 2759

625 3384

78 SETOVER FLG

152CUT

3384

498

4980

1145

1643

1741

3384

237

3384

250

3147

2897

28970

5050

77SETOVER FLG

77SETOVER FLG

77 SETOVER FLG

78 SETOVER FLG

bp84

bm5

4 x Ø22 8.8S

bp24

bp69

bp83

bp71bp68

SECTION H

3384

625

3384

1147

2759

1148

1612

464

4640

1741

3384

1145

1643

498

4980

1510

4

6715 16

736915 15

84

77 7777 77

78

2SET

5SET

5SET

2SET

3SET

WELD PLATE bp24 CENTRAL TO BEAM

TYPbp68 bp83 bp71

bp24

bp69

2 x Ø18 PB1230

bp84

TOP VIEW

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

1R29 1

7692 15.9 785.0 300PLUSam98 UB610*101 1 802 0.4 38.8 250 ap6 PLT28*220 1 600 0.1 4.7 250 ap7 FLT10*100 2 737 0.4 46.3 250 ap9 PLT32*250 1 180 0.1 2.5 250 ap21 FLT10*180 2 260 0.0 1.2 250 ap190 FLT8*75 1 248 0.0 1.2 250 ap191 FLT8*75 1 229 0.0 1.1 250 ap192 FLT8*75 1 226 0.0 1.1 250 ap200 FLT8*75 1 246 0.0 1.2 250 ap201 FLT8*75 1 259 0.0 1.2 250 ap202 FLT8*75 1 263 0.0 1.2 250 ap203 FLT8*75 1

TOTAL 17.5 892.7

N.S F.S

A.B.N. 30 105 598 865

PH.+61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.

PAINT :14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

Xtech Drafting Pty. Ltd.

221- 1/10

AM

09.12.2009

MOUNT EVELYN CHRISTIAN SCHOOL

0

AM

221-MP-05

RAFTER

J & J KING BUILDERS P/L

1R29

G.O.Z.P.

GREENSBOROUGH STEEL FAB. 15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117

PHASE:PLOTTED:MODEL NAME: 1 Mount Evelyn Christian Schoo 28.12.200914:15:44

(S) REQUIRED MK 1R29 1 RAFTER

16.12.09A ISSUED FOR APPROVAL

28.12.090 ISSUED FOR FABRICATION

DATENo. DETAILSREVISIONS

ap7 (B/S)

ap21 (B/S)

R75000

NO PAINT THIS FACE

70

70

6- 28 8.8S

14996224

8- 32 8.8TF8- 26 8.8TB

1- 24 WBB20 (24x50Lg Slot)

1- 28 WBB24 (28x60Lg Slot)3- 24 WBB20 (24x50Lg Slot)

am98

ap9

ap6

ap200

ap201 ap202 ap203 ap190ap191 ap192

A

A

5732

7366

7785 (UB610*101 x 7692)

1090 4775

94

(SIM)

SET SET SET

SET SET SET

SET

CUT

A

A

B

B

A

A

70

1394 1394

0

110

240 1634

3448

110

480

59

51

16 600

245

414 414

0

1091 150

5

1090 259

5

1090 368

5

86

110

123

110

119

70

106

110

(SIM)

A

A

A

A

A

A

130 130 305

99

358 7723

198

300

150

150

532

1090 58

65

1090 6955

768 772

3

89

110

108

110

12

011

0

(SIM)(SIM)(SIM)

8- 26 8.8TB

ap9ap6

ap7

ap7

65

65

70

70

6- 28 8.8S 8- 32 8.8TF

2- 18 PB1230ap200

38 37

A - A

4- 22 8.8S

2- 18 PB1230

4- 22 8.8S

ap21

ap201

ap21

38

55

38

90

9055

100

59

B - B

N.S F.S

A.B.N. 30 105 598 865

PH.+61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.

PAINT :14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

Xtech Drafting Pty. Ltd.

1554-1/10

AWM

28.07.2009

RETAIL, PODIUM & APARTMENTS

AWM

RAFTER

TOORONG VILLAGE - ZONE 3

1R26

G.O.Z.P.

STILCON HOLDINGS PTY. LTD. 37 Link Crt. Brooklyn Vic. 3025 Ph: 93141611 Fax: 93151559

(S) REQUIRED MK 1R26 1 RAFTER

PHASE:PLOTTED:MODEL NAME: 1 ToorongaVillage 06.08.200917:19:03

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

1R26 1

1671 2.7 112.6 300PLUSam99 UB460*67 1 9242 15.1 622.5 300PLUSam101 UB460*67 1 519 0.2 7.3 250 ap1 FLT12*150 1 193 0.1 2.6 250 ap8 FLT12*150 1 191 0.1 2.6 250 ap9 FLT12*150 1 140 0.0 1.2 250 ap50 FLT10*110 2 210 0.0 1.6 250 ap60 FLT10*100 2 252 0.1 1.8 250 ap69 FLT10*130 1 369 0.1 2.8 250 ap127 PLT10*120 1 176 0.0 1.2 250 ap136 PLT8*120 11 176 0.0 1.2 250 ap137 PLT8*120 11 177 0.0 1.2 250 ap138 PLT8*120 1 157 0.0 1.1 250 ap139 PLT8*120 1 167 0.0 1.2 250 ap140 PLT8*120 1 171 0.0 1.2 250 ap141 PLT8*120 1 200 0.0 0.9 250 ap186 FLT8*75 13 202 0.0 0.9 250 ap202 FLT8*75 1

TOTAL 20.0 802.7

DATENo. DETAILSREVISIONS

GRID LOCATION C-E/6>1R26

900 4505

5103

5007

5227

9242

10852 (UB460*67 x 9242)

FSBW

ap186

905 905

0

CUT

50

1- 24 WBB20 (24 x 50Lg Slot)

ap186

E

E

D

D

220

2200

235

246

25

am101

C

C

431178

232

B

B

100

16 84

34

1438

199

A

A

am99

1610

16

ap202

170

50

150

35

70

70

34

CUT SET

SE

T

3- 22 8.8S

34

ap127 ap69

50

1- 24 WBB20 (24 x 50Lg Slot)

1- 24 WBB20 (24 x 50Lg Slot)

900 1805

900 2705

900 3605

E

E

E

E

E

E

ap186ap186ap186

900 7205

3525

9052

43

35

79 20

234

30

F

F

450 4955

900 5855

450 6305

E

E

E

E

E

E

E

E

3- 24 WBB20 (24 x 50Lg Slot)

50

50

ap186ap186ap186ap186

4- 22 8.8S

300

300

5527

100

6

203

900 8105

450 8555

687 9242

E

E

E

E

E

E

3- 22 8.8S

2- 24 WBB20 (24 x 50Lg Slot)

50

50

ap186ap186ap186ap186

G

G

190

9242

70

70

(DIMENSION TO ap60)

TO ap60)(DIMENSION

ap60

ap9

ap60ap8

147

88

145

5318

5346

5353

5312

446

5391

685 5381

(DIMENSION TO ap8)

(DIMENSION TO ap1)

(DIMENSION TO ap1)

(DIMENSION TO ap9)

ap137

ap136

ap137

ap136

ap137

ap136

ap137

ap136ap139

ap13834

30

446

413

4130

4533

4946

423 423

0 473 896

900 1796

900 2696

900 3596

900 4496

200

4696

1736

39

ap186

SET SET

SET

am101

ap136

ap137ap137

ap136ap136

9

ap137

90

90

90

90

454

5846

3181

9027

215

9242

215

5596

700 6296

900 7196

900 8096

450 8546

472 9018

224

9242

SET

SET

ap137ap137

ap136ap136

ap1

8219

221

8

9

203

SET

SETSET

ap140 ap186

ap141

ap137

ap136

ap137

ap136

37

38

6

15

14LEAN

LEAN

LEAN

36

37

16

1249

SET SET

SET

SET

am99

ap50

ap50

ap127

9

23

922

1640

1634

18

1178

43

A - A

7

ap202

SE

T

LEAN

232

16

ap69

ap127

B - B

ap50ap50

140

73

140

37

C - C

NO PAINT NO PAINT

ap9 ap8

ap1

ap60 ap60

4- 22 8.8S

45 45

354

70

70

100

F - F

60

110 ap186

22

70

ap139 ap138

D - D

141141

38 37

60

110

22

70

ap186

ap136 ap137

E - E

ap186

60

110

22

70

ap140ap141

G - G

N.S F.S

A.B.N. 30 105 598 865

PH.+61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.

PAINT :14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

Xtech Drafting Pty. Ltd.

1554-1/10

AWM

31.07.2009

RETAIL, PODIUM & APARTMENTS

AWM

RAFTER

TOORONG VILLAGE - ZONE 3

1R27

G.O.Z.P.

STILCON HOLDINGS PTY. LTD. 37 Link Crt. Brooklyn Vic. 3025 Ph: 93141611 Fax: 93151559

(S) REQUIRED MK 1R27 1 RAFTER

PHASE:PLOTTED:MODEL NAME: 1 ToorongaVillage 06.08.200917:19:09

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

1R27 1

11772 19.2 792.9 300PLUSam100 UB460*67 1 1170 1.9 78.8 300PLUSam102 UB460*67 1 519 0.2 7.3 250 ap1 FLT12*150 1 193 0.1 2.6 250 ap8 FLT12*150 1 191 0.1 2.6 250 ap9 FLT12*150 1 140 0.0 1.0 250 ap41 FLT10*90 1 210 0.0 1.6 250 ap60 FLT10*100 2 369 0.1 2.7 250 ap70 PLT10*120 1 177 0.0 1.2 250 ap90 PLT8*120 1 176 0.0 1.2 250 ap137 PLT8*120 24 167 0.0 1.2 250 ap140 PLT8*120 1 140 0.0 1.1 250 ap179 FLT10*100 1 200 0.0 0.9 250 ap186 FLT8*75 14 201 0.0 0.9 250 ap197 FLT8*75 1 157 0.0 1.1 250 ap289 PLT8*120 1 176 0.0 1.2 250 ap290 PLT8*120 1 171 0.0 1.2 250 ap291 PLT8*120 1

TOTAL 23.4 941.7

DATENo. DETAILSREVISIONS

GRID LOCATION E>/6>1R27

7621

7791

ap186

7686

11772

900 5418

12887 (UB460*67 x 11772)

FSBW

1- 24 WBB20 (24 x 50Lg Slot)

D

D

am100

43

690

A

A

34 34

160

244

26

70

70

33

35

95

15 80

1115

918 918

0 900 1818

900 2718

900 3618

900 4518

170

1700

505

0

150

50

170

ap179ap41

ap197 ap186

SE

T

SET CUT

CUT

ap70

3- 22 8.8S 1- 24 WBB20 (24 x 50Lg Slot)

1- 24 WBB20 (24 x 50Lg Slot)

am102

C

C

B

B

E

E

E

E

E

E

E

E

ap186ap186ap186ap186

E

E

ap186

3490

11582

50

50

900 7218

900 8118

900 9018

900 9918

900 10818

954 11772

300

8091

50

E

E

E

E

E

E

E

E

4- 22 8.8S

3- 24 WBB20 (24 x 50Lg Slot)

ap186ap186ap186

F

F

300

900 6318

190

11772

E

E

E

E

E

E

3- 22 8.8S

50

50

2- 24 WBB20 (24 x 50Lg Slot)

ap186ap186ap186ap186

G

G

100

35

70

70

43

234

30

79 20

7154

7608

ap137

900 6308

900 7208

7876

7883

7911

7917

ap137

ap137

ap137

ap137

ap137

ap137

ap137

ap137

ap137ap289

ap90SET

SETSET 34

38

415 415

0 493 908

900 1808

900 2708

900 3608

900 4508

900 5408

17

405

4050

50

455

34

39

ap186

(DIMENSION TO ap1)

(DIMENSION TO ap8)

(DIMENSION TO ap1)

(DIMENSION TO ap9)

ap137

ap137

ap137

3248

11557

15

14 6

203

736 7945

164

8108

900 9008

900 9908

900 10808

740 11548

224

11772

90

90

90

90

347

7956

353

8308

TO ap60)(DIMENSION

SET

ap137ap9

ap60

ap60ap8

SET

ap137

ap1

ap290

ap137

ap137ap137

9

9

(DIMENSION TO ap60)

ap140

ap291

215

11772

SETSET

SET

ap137

ap137

ap137

ap137

ap137

ap137

37

38

LEAN

LEAN

LEAN1021

16 19

ap179

ap41

36

37

ap197

SET

SET SETSET

ap70

am102

17

8

1136

1133

742

690

43

A - A

7

ap197

LEAN

ap70

B - B

ap179ap41

140

33

140

37

C - C

60

110

ap186

ap90ap289

22

70

D - D

60

110

22

70

141141

37 38

ap137 ap137

ap186

E - E

NO PAINTNO PAINTap8ap9

ap1

ap60ap60

4- 22 8.8S

46 44

70

70

128

354

F - F

ap140ap291

ap186

22

70

60

110

G - G

N.S F.S

A.B.N. 30 105 598 865

PH.+61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.

PAINT :14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

Xtech Drafting Pty. Ltd.

1554-1/10

AWM

03.08.2009

RETAIL, PODIUM & APARTMENTS

AWM

RAFTER

TOORONG VILLAGE - ZONE 3

1R56

G.O.Z.P.

STILCON HOLDINGS PTY. LTD. 37 Link Crt. Brooklyn Vic. 3025 Ph: 93141611 Fax: 93151559

(S) REQUIRED MK 1R56 1 RAFTER

PHASE:PLOTTED:MODEL NAME: 1 ToorongaVillage 06.08.200917:19:11

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

1R56 1

7418 11.0 401.2 300PLUSam141 UB410*54 1 3427 5.1 185.3 300PLUSam142 UB410*54 1 220 0.0 1.6 250 ap57 FLT10*90 1 130 0.0 0.9 250 ap104 FLT10*90 3 200 0.0 0.9 250 ap186 FLT8*75 12 217 0.0 1.0 250 ap199 FLT8*75 3 2592 1.0 30.5 300PLUSap208 EA100*100*8 1 274 0.1 4.6 C350 ap215 SHS100*100*6.0 1

TOTAL 17.8 640.3

DATENo. DETAILSREVISIONS

GRID LOCATION E>/6>1R56

ap186

3551

3244

4115

1000 2657

7418

10556 (UB410*54 x 7418)

A

A

100

A

A

A

A

A

A

A

A

B

B

A

A

ap104

1- 24 WBB20 (24 x 50Lg Slot)

ap186

ap186

ap186

ap186

ap1864- 22 8.8S

1- 24 WBB20 (24 x 50Lg Slot)

1- 24 WBB20 (24 x 50Lg Slot)

am141

am142

50

130

36

50

50

150

200

35

108

70

7070

109

1080

9

80

217

757 757

0 900 1657

115

115

0

1000

1115

1000

2115

9003015

411

3427

3138

NOTCH N/S FLG

SET

67

67

ap199

ap199

ap199ap186

ap208

2- 24 WBB20 (24 x 50Lg Slot)ap104

ap57

ap186ap186

40

505

5

1896 592

50

130

36

90

90

90

60

138

5

19

96

9

300

150

1000 3657

1000 4657

1000 5657

1000 6657

700

7357

61

7418

524

524

0

1000

1524

1010

2534

58

2592

470

470

0

1938

2409

183

2592

SET

A

A

B

B

A

A

C

C

C

C

A

A

C

C

A

A

D

D

30

70

28

ap104 ap215

4- 22 8.8S

ap186

1- 24 WBB20 (24 x 50Lg Slot)

ap186ap186

69

ap208ap57

am142 am141

38 38

60

110

2- 18 PB1230ap186

A - A

55

B - B

am141

ap208

ap1992- 18 PB1230

50

77

110

C - C

ap215

ap104

55

D - D

-1

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB7

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:22.5

SOUTH MORANG RAIL EXTENTION

2CB7-1 -2 -3 -4 -5 -6

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

2CB7 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

bm7 UB530*82 300PLUS 15261 28.23 1257.91bp4 PLT12*114 250 182 0.03 1.01bp5 PLT40*400 350Z 552 0.52 69.41bp6 FLT10*100 250 180 0.04 1.41bp7 PLT16*209 250 3464 1.53 88.91bp12 PLT12*90 250 245 0.05 1.81bp13 PLT12*90 250 169 0.03 1.21bp14 PLT16*209 250 4511 2.00 116.31bp16 PLT12*173 250 230 0.09 3.71bp18 FLT16*150 250 312 0.09 4.91bp20 FLT16*150 250 322 0.09 4.91bp21 FLT16*150 250 309 0.09 4.71bp26 FLT16*150 250 648 0.22 12.21bp28 FLT16*150 250 679 0.23 12.81bp34 PLT12*260 250 500 0.23 10.21bp35 PLT12*233 250 495 0.21 8.91bp37 FLT16*150 250 281 0.09 4.61bp39 FLT8*250 250 211 0.07 2.11bp41 FLT10*90 250 241 0.05 1.71bp43 FLT10*90 250 236 0.05 1.71bp47 FLT8*130 250 89 0.03 0.71bp48 FLT8*130 250 104 0.03 0.81bp49 EA75*75*8 300PLUS 320 0.09 2.81bp50 PLT8*107 250 135 0.03 0.81bp51 FLT8*130 250 86 0.03 0.71bp57 FLT8*75 250 158 0.03 0.71bp59 FLT8*130 250 102 0.03 0.81bp60 FLT8*130 250 109 0.03 0.81bp61 EA75*75*8 300PLUS 330 0.10 2.91bp70 FLT10*100 250 100 0.02 1.62bp74 PLT8*180 250 244 0.07 2.01bp75 FLT10*110 250 495 0.12 4.21bp77 FLT8*200 250 221 0.07 2.01bp80 FLT8*200 250 201 0.06 1.71bp81 PLT8*180 250 203 0.06 1.61bp82 FLT8*150 250 206 0.05 1.41bp85 FLT10*90 250 237 0.05 6.74bp86 FLT8*150 250 202 0.06 1.61bp87 PLT10*183 250 498 0.19 6.91bp88 PLT8*180 250 200 0.06 1.61bp89 FLT8*150 250 203 0.05 1.41bp90 PLT10*183 250 498 0.19 6.91bp91 PLT8*180 250 201 0.05 1.51bp92 PLT8*180 250 201 0.06 1.71bp100 PLT8*160 250 205 0.06 20.111bp101 PLT8*160 250 200 0.06 21.412bp120 FLT8*130 250 104 0.03 0.81bp133 FLT8*130 250 100 0.03 0.81bp148 FLT8*200 250 160 0.06 1.81bp150 FLT10*90 250 395 0.08 2.81bp175 EA100*100*10 300PLUS 502 0.20 7.11bp182 PLT25*370 350Z 459 0.38 33.31bp188 PLT3*50 250 2432 0.26 2.91bp192 PLT8*160 250 200 0.06 1.81bp205 PLT8*180 250 184 0.05 1.41bp220 FLT20*150 250 392 0.13 8.81bp221 FLT20*150 250 635 0.19 12.51

37.07 1779.3TOTAL

GRID LOCATION2CB7 V-W/<6-4

1 2CB7BEAM (S) REQUIRED MK

ISOMETRIC VIEW

ISOMETRIC VIEW

-2

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB7

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:20

SOUTH MORANG RAIL EXTENTION

2CB7-1 -2 -3 -4 -5 -6

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

7631

BOTTOM VIEW

7630

bm7

7630

TOP VIEW

bm7

7630

UB530*82 x 15261

7630 7631

bm7

DIMENSIONSTART POINT

REFER TO DRG SMG-2CB7-3FOR DETAILED BEAM SECTION

REFER TO DRG SMG-2CB7-5FOR DETAILED BEAM SECTION

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB7

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:10

SOUTH MORANG RAIL EXTENTION

2CB7-1 -2 -3 -4 -5 -6

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

1162 4386

374 4760

75

4835

1876 6711

4728

527 527

0NEARSIDEDIMENSIONS

390 917

1162 2079

1011 3090

152

3242

1162 4404

375 4779

788 5567

1162 6729

4576 4576

0

110

10

7070

283

SE

T24

5 120

528

224 4503SET

3190

3190

0

303

3493

585

4078

433

4511

4511

1706

1706

0

1164

2870

1164

4035

476

4511

246

2460

250

496

85

581 2431

3012

1499

4511

252

0

0

4 x Ø22 8.8S

bp14

NOTE:REFER TO DRG SMG-2CB7-4 FOR SECTIONS AND DETAILS

bp4

RE

AD

IN C

ON

JUN

CTI

ON

WIT

H D

RG

NO

: SM

G-2

CB

7-5

( 530UB*92 x 15261 ) OVERALL LENGTH

-3

4440CUT

4728

47280

1162 3224

C

C

A

A

151 141

233

CU

T

899 899

0FARSIDEDIMENSIONS

1162 2061

B

B

bp13

bp6

bp5

bp81

bp82

bm7bp12

bp150

bp188

bp101

bp101

bp101

bp100bp100

bp148

15 SET

3SET

136

12982

SET

80 SETOVER FLG

148315

71

4 SET10

738

5465

1184

6649

7070

7010

0

HH

G

G

E

E

D

D

1 x Ø50 4.6S

bp220

bp47

bp50

bp39

bp43

bp80

bp205bp74 bp77

bp26

bp101 bp34 bp101 bp100bp100

bp100

bp100

16C

UT

41

69

100

92

4760 4760

0

4566 4566

0

4868

48680

1689

4779

1162

4404

1162 4386

151 141

114

209

163PLATEbp4

182

527

5270

2563

3090

91791

70

1162

2079

1162

3242

899 899

0 1162 2061

1162 3224

170

100

72

81 TYP SETOVER FLG

100

81 TYP SETOVER FLG

55

78

45

175

170

bp100

TYP SETOUT UNO

bp100

bp101bp101

bp101

bp100

DETAIL12CB7-4

bp150

bm7

bp148bp4

bp13

bp12bp5

bp6

92

51

131

75

4835

2795 7630

70

40

3064 7630

686

5465

1162

5567

1162

6729

2325 6711

51

217

217

100

80 SETOVER FLG

74

74

bp100

bp34bp101

bp100 bp100bp26

bp85

bp85bp220

4 x Ø22 8.8S

4 x Ø22 8.8S

bp39

bp101

NOTE:READ IN CONJUNCTION WITHDRG NO: 2CB7-3

-4

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB7

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:5

SOUTH MORANG RAIL EXTENTION

2CB7-1 -2 -3 -4 -5 -6

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

2432

3190 3190

0

4511

1164

2870

2431

3012SET

1499

4511

65S

ET

102

102

5FA

LL5410

055

161CUT

246 250

bp205bp74 bp77

bp80

6 506 50-250

STAGGER

bp14 bm7

bp188

bp82bp81

4 x Ø22 8.8S

SECTION A

1706

17060

100

TYP

SE

TO

VE

R F

LG

80 SETOVER FLG

581

5810

55SETOVER FLG

80 SETOVER FLG

80 SETOVER FLG

303 3493

585 4078

433 4511

80 SETOVER FLG

1164

4035

476

4511

5FALL

80 SETOVER FLG

110

10

110

11

bp100

2 x Ø18 PB12302 x Ø18 PB1230

bp101

bp14

SECTION B

1412

992

136

100 11

bp43

bp50 bp47

2 x Ø18 PB1230

bp100bp101

2 x Ø18 PB1230

SECTION G

7070

7010

0

0

4 x Ø22 8.8TB

bp34

SECTION E

1625

216

314

12 208

9081

331

0

FSBW

bp85

bp85

bp26

1 x Ø50 4.6S

bp22

0

4 x Ø22 8.8S 4 x Ø22 8.8S

bp18bp37

bp14

SECTION D

7070

2 x Ø22 8.8S

bp150

SECTION C

72

18

26

54

66 10

51S

ET 62

bp432 x Ø18 PB1230

bp50

1 - 1

204

155

70

70

154 54

108 83

bp34

READ FROM bp 85DIMENSION - ON 2CB7-3

READ FROM bp 85DIMENSION - ON 2CB7-3

0

bp85

bp85

bp37

bp18

4 x Ø22 8.8S

4 x Ø22 8.8S

SECTION H

70

99 40

11S

ET

35

5040

110

1

0

FSBW

2 x Ø22 8.8TB

bp6

bp12

bp13

bp4

bm7

2 x Ø32 8.8S

2 x Ø32 8.8S

SECTION A

276

276

290

5

14

6

258

289

3511

109110

181

90

200

110

101

401

50

0

FSBW

A

A

bm7

bp12

bp13

bp6

bp4

BACK DETAIL

82

1668

1574

1571

101

55SET

6SET

5SET

4SET

3SET

3190

31900

303

3493

585

4078

433

4511

7SET

5016

PLT

7SET

1706

17060

1164

2870

1164

4035

476

4511

bp81bp82

bp14

WELD PLATE bp14 CENTRAL TO BEAM

bp80

4 x Ø22 8.8S

TOP VIEW

bp205 bp74bp77

16

0

bp4

2 x Ø32 8.8S

2 x Ø32 8.8S

bp6

bp5

bm7

bp13

bp12

DETAIL 1

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB7

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:10

SOUTH MORANG RAIL EXTENTION

2CB7-1 -2 -3 -4 -5 -6

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

787

1050

6

297 1012

3291 10

102

484 1058

6

330

VV

bp28

bp192

bp70

bp49

bp75

bp101 bp16

bp221

bp87

bp59

bp101

bp51

bp70

bp101

bm7

1101

8907

7806

812

9719

89

8653

8564

NEARSIDEDIMENSIONS

401 9054

772 9826

811 8685

7873

FARSIDEDIMENSIONS

351 9036

775 9811

7070

70

377

252

320

31

RE

AD

IN C

ON

JUN

CTI

ON

WIT

H D

RG

SM

G-2

CB

7-3

K

K

O

O

L

L

N

N

J

J

M

M

NOTE:REFER TO DRG SMG-2CB7-6 FOR SECTIONS AND DETAILS

bp61

bp60

bp175

bp133 bp120

bp100

bp100 bp101

bp90

3SET 20

14SET

44

131

SE

T17

7

129

SE

T19

2

131

SE

T18

9

1512

9S

ET

176

35

15SET

3SET

62

171 144

3377CUT

470 1211

0

1164

1

3150 1526

1

481 1060

4

1373 1197

7

565 1254

1

1162 1370

4

1557 1526

1

77

775 1136

1

623 1198

3

540 1252

3

1162 1368

6

1162 1484

8

413 1526

1

3454

1533

8

1188

4 SET

3464

1167

1695

528

283

SE

T

2970 2970

01170

1663

DETAIL 22CB7-6

T

T

S

S

P

P

R

R

Q

Q

1 x Ø50 4.6S

bp41

bp100

bp48

4 x Ø22 8.8S

bp101

bp92

bp101

bp89

bp100bp100

bp57

bp91

bp35 bp86

bp182

bp88

bp101

16C

UT

3SET 32

15SET

57

129

SE

T11

2

131

SE

T99

710

1121

6

668

1188

4

153

SE

T

16

81 SETOVER FLG

1574

5 SET

8190

9090

7070

7010

0

241

528

528

0493

493

0

( 530UB*92 x 15261 ) OVERALL LENGTH

235

CU

T

1769

3464

245

244

3464

250

3220

1169

2832

632

3464

-5

383

1050

6

1882 1198

3

5009

1526

1

1025

2

775

1060

4

775 1058

6

5358 1526

1

9903

70

bp28

bp16bp85

bp90

bp87

bp70

4 x Ø22 8.8S bp192

4 x Ø22 8.8S

758

8564

7806

812

9719

404

1012

3

70

40

234 8919

8685

1183 1010

2

775

9829

9054

1162 9036

7873

775 9811

55

214

214

100

22 SET

146

23SET

57

70

55

57

109

134

148

138

41SET

100

22SET

bp100bp100

bp101 2x bp101 bp85bp70

89

8653

253

8907

3284

1526

1

82 TYP SETOVER FLG

81 TYP SETOVER FLG

170

175 100

3277 1526

1

1937

1254

1

1162

1370

4

1557

1526

1

775 1136

1

1162 1252

3

1162 1368

6

1162 1484

8

413 1526

1

198

81

100

103 SETOVER FLG

170

bp75

TYP SETOUT UNO

bp57

bp101 bp101

bp100

bp101bp101

bp100bp100 bp35

bp182

65

92

61

5841

14

48 SETOVER FLG

710

1121

6

761

1197

7

171 144

NOTE:READ IN CONJUNCTION WITHDRG NO: 2CB7-5

-6

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB7

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:5

SOUTH MORANG RAIL EXTENTION

2CB7-1 -2 -3 -4 -5 -6

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

READ FROM bp 85DIMENSION - ON 2CB7-5

5 FACE OF ANGLEOFF CENTRELINE

1513

017

5

131

189

110

11

11

2 x Ø18 PB1230

bp49

bp59bp60

2 x Ø18 PB1230

2 x Ø18 PB1230

bp101 bm7

SECTION J

7070

70

3 x Ø22 8.8TB

bp16

SECTION K

100

100

100

100

64

bp90

5 x Ø22 8.8S

bp87

5 x Ø22 8.8S

SECTION L

226

439

377

11

bp100

bp70

2 x Ø22 8.8S

bp101

bp70

bp17

5

SECTION M

5 FACE OF ANGLEOFF CENTRELINE

83 8

2213

117

7

812

919

2

11bp120

bp133

bp61

2 x Ø18 PB1230

SECTION N

1625

216

9081

00

2 x Ø22 8.8S

4 x Ø22 8.8S4 x Ø22 8.8S

bp85

bp85

bp20 bp21

bp28

SECTION O

1113

199

129

112

CTRL

11 bp48

bp41

2 x Ø18 PB12302 x Ø18 PB1230

bp51

SECTION P

40

70

40

7093 111

153

187

73 80

READ FROM bp 85DIMENSION - ON 2CB7-5

0

FSBWbp21

bp85

4 x Ø22 8.8S

4 x Ø22 8.8S

bp20

bp85

SECTION V

1598

1565

1510

0

1574

1572

4 SET3SET5 SET2SET 3SET

493

4930

1170

1663

1169

2832

632

3464

528

5280

1167

1695

1769

3464

3464

16P

LT

WELD PLATE bp7 CENTRAL TO BEAM

TOP VIEW

4 x Ø22 8.8S

bp7

bp86bp89bp92bp88bp9110

0TY

P S

ET

OV

ER

FLG

81 SETOVER FLG

81 SETOVER FLG

81 SETOVER FLG

81 SETOVER FLG

81 SETOVER FLG

2970 2970

0 250 3220

244 3464

5510

054

528 528

0 1167 1695

1769 3464

493

4930

1170

1663

1169

2832

632

3464

159CUT

3464

bp86

bp89bp88

bp91 bp92

4 x Ø22 8.8S

bp7bm7

SECTION T

100

TYP

SE

TO

VE

R F

LG

110

11

110

10

bp100

2 x Ø18 PB1230

bp101

2 x Ø18 PB1230

SECTION S

12 208

329

7070

7010

0

9090

0

1 x Ø50 4.6S

0

0

0

bp35

bp221

2 x Ø22 8.8S

4 x Ø22 8.8TBbp75

SECTION R

6065

41 58

157

2 x Ø18 PB1230 bp57

2 x Ø18 PB1230

bp101

SECTION Q

64

20

68

56S

ET

11

72

59 SE

T

bp49

bp59

bp60

1 - 1

65S

ET

72

65

18S

ET

54

32

80

bp51

bp48

bp41

1 - 1

58

68S

ET

11

FALL76

62S

ET

17

80

232 x Ø18 PB1230

bp61

bp120

bp133

1 - 1

10

2597

106

26 78

226 114

31

bp175

1 - 1

6429

313

0

FSBW

bm7

bp182

bp7

A - A

459

370

6429

313

164 295

172 270 17

70 309 80

8515

013

5

120

130

120

0

FSBW

A

A

2 x Ø26 8.8S

bm7bp182

BACK VIEW

bp7

bm7bp182

DETAIL 2

-1

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB10

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:10

SOUTH MORANG RAIL EXTENTION

2CB10-1 -2 -3

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

2CB10 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

bm15 UB530*82 300PLUS 9237 17.09 761.31bp2 PLT16*230 250 3825 1.41 80.71bp8 PLT12*127 250 263 0.04 1.61bp9 PLT8*85 250 211 0.02 0.61bp10 FLT12*90 250 280 0.05 2.01bp11 FLT12*90 250 182 0.03 1.31bp17 PLT40*400 350Z 500 0.45 60.21bp19 FLT16*150 250 330 0.09 4.91bp27 FLT16*150 250 705 0.24 13.31bp30 FLT16*150 250 275 0.08 4.31bp36 PLT12*271 250 500 0.24 10.41bp85 FLT10*90 250 237 0.05 3.32bp97 FLT8*200 250 160 0.06 12.47bp125 FLT8*90 250 230 0.05 1.31bp126 FLT20*180 250 743 0.30 21.01bp130 EA50*50*5 300PLUS 276 0.06 1.01bp140 FLT8*130 250 242 0.06 1.71bp141 FLT8*150 250 242 0.07 2.01bp143 FLT8*150 250 237 0.07 1.91bp155 PLT3*50 250 793 0.08 0.91bp156 EA75*75*5 300PLUS 4164 1.21 22.01bp157 EA75*75*5 300PLUS 134 0.04 0.71bp165 EA50*50*5 300PLUS 142 0.03 0.51bp166 EA50*50*5 300PLUS 209 0.04 0.71bp167 EA50*50*5 300PLUS 342 0.07 1.21bp172 PLT3*50 250 3152 0.33 3.71bp179 FLT10*100 250 180 0.04 1.41bp217 PLT12*157 250 218 0.08 3.21bp219 FLT20*150 250 385 0.13 8.61bp223 M30_NUT 8.8S 30 0.01 1.02bp224 PLT12*280 250 407 0.15 6.21

22.67 1035.3TOTAL

GRID LOCATION2CB10 V-W/6-4

1 2CB10BEAM (S) REQUIRED MK

ISOMETRIC VIEW

ISOMETRIC VIEW

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB10

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:7.5

SOUTH MORANG RAIL EXTENTION

2CB10-1 -2 -3

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

NOTE:READ IN CONJUNCTION WITH DRG NO 2CB10-3FOR SECTION DETAILS

-2

16C

UT

3739CUT

183 146

272

SE

T25

6

1594

9SET

662

3152

10

4068

40680

802

4871

4366

9237

377

3770 250

627

713

1340

1143

2483

1143

3627

197

3824

3824 10 792 4148SET

218

253

2530

3815

4068

802

4871

1288

6159

900

7059

900

7959

900

8859

378

9237

100

100

6410

010

0

4413 9237

4823 4823

0

100

252

276

75270 75

UB530*82 x 9237

120

528

47

553 5009

3971 5032

FF

bp140

5 x Ø22 8.8S

6 x Ø26 8.8TF

6 x Ø26 8.8TF

bp219

bp97

245

CU

T

454 4456

1141 4002

1721 1721

0 1141 2862

1060 1060

0

bm15

0

C

C

DETAIL12CB10-3

D

D

B

B

A

A

bp97 bp97 bp97

bp179

bp17

bp155

bp172

bp141bp143

58

355

4164

75 75 83

1141 8565

1141 7424

73

5082

672 9237

1202 6284

4205 9237

bp27

E

E

H

H

G

G

NO PAINTBTM PLATE FACE

bp165bp166

bp16

7

bp130

bp97bp97bp97bp126

bp36

bp156

4545

bp17

bp126

bp36bp141 bp143bp140

bp157

bp125 6 x Ø26 8.8TF

6 x Ø26 8.8TF

67

1827

6284

4865

48650

5009

50090

40

70

5249 5249

0

83 270

300 5032

4205 9237

1060 1060

0 3671 4732

4 x Ø22 8.8S

4 x Ø22 8.8S

bp85

bp85

bm15

bp97

bp155

bp172

TYP DETAIL UNObp27

bp97 bp97 bp97bp97bp97bp97

bp219

183 146

172117

210

1141

2862

1141

4002

454

4456

300NO PAINT

BTMFLG

58

61SET

1141

7424

1141

8565

672

9237

153SET

234

61SET

4372

9237

48CUT

211

211

73

5082

4155

9237

170

78 TYP SETOVER FLG

3988 9237

7575 7575

NOTE:READ IN CONJUNCTION WITH DRG NO 2CB10-2 FOR BEAM DETAIL

-3

Tekl

a st

ruct

ures

1 02.12.11A ISSUED FOR APPROVALDATEDESCRIPTIONREV.No

2CB10

0

SMG-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

SOUTH MORANG LINK CANOPYBEAM

AM

A

SOUTH MORANG STATION

02.12.11

XTD

1:5

SOUTH MORANG RAIL EXTENTION

2CB10-1 -2 -3

ERECTION PLAN REFERENCE:

Xtech Drafting Pty. Ltd.

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

96

48

100

7070

70

0

bp156

bp36

4- Ø22 8.8TB

SECTION E

45 45

4545

bp126 6- Ø26 8.8TF

6- Ø26 8.8TF

SECTION H

9081

12187

331

1616

252

0

0

0

1- Ø50 4.6S

bp27

bp30bp19

bp85

bp85

bp219

bp155

SECTION D

110

11

bp2

bp97

2- Ø18 PB1230

bp155

SECTION C

53107

100

288

bp2bp172

bp157

bp125

SECTION B

119 109

40

70

40

70

51114

192

1017

3

READ FROM bp 85DIMENSION - ON 2CB2-2

READ FROM bp 85DIMENSION - ON 2CB2-2

4- Ø22 8.8S

4- Ø22 8.8S

bp30

bp36

bp85

bp85

bp19

SECTION F

5019

209

1011

0

30

2- Ø18 PB1230

bp16

6

bp97

bp156

SECTION G16

PLT

45S

ET

22 SET

50

bp172

bp2

1 - 1

50

45 SE

T

21SET

bp155

bm15

2 - 2

bp223bp223 bp2

bp9

bp224 bp217bp11 bp10

bp179

bp17

DETAIL 130

280

65

98

118

20

50 400 50

bp217

bp92 x Ø22 8.8TB

bp179

2 x Ø32 8.8Sbp17

2 x Ø32 8.8S

bp223

bp8

bp224

1 - 169

SET49

1034

FALL

160 40

53 SE

T18

2

6428

931

280 30

198

119

38

bp217

bp17

bp9

bp224

bp8

2 - 2

318

31

35 70bp223

bp17

bp8bp217

bp9

bp224

4 x Ø22 8.8S

PLATE DETAIL

197

3825

1143

3628

1143

2484

1341

13410

8SET

9SET

7SET

250378

45 SE

T16

PLT

7615

9415

9215

76 SET76 SET 75 SET 2

2

bp155

1

1PLATE bp172 FOLLOWSTHE OUTSIDE PROFILE OFPLATE bp2 6 50-250

STAGGER bp141bp140

4 x Ø22 8.8S

bp143

bp172

TOP VIEW

100

198144

250378

197 3825

1143 3628

1143 2484

1341 1341

0

5090

10

3825

3152

3814

663

6630

76 SETOVER FLG

76 SETOVER FLG

75 SETOVER FLG

6 50-250STAGGER

bm15

PLATE bp155 FOLLOWSTHE OUTSIDE PROFILE OFBEAM bm15

bp155

bp141

bp172

bp140 bp143

bp2

4 x Ø22 8.8S

SECTION A

10

8020

010

3

5730

720

8020

010

3

20SET

381 119

160 340

177 278 46

50 400 50

6

6

2

2

11

bp223

bp223

2 x Ø32 8.8S

bp179

2 x Ø32 8.8S

BACK VIEW

bp223

bp223bp11

bp10

ISOMETRIC END PLATE VIEWBEAM REMOVED FOR CLARITY

bp179

bp8

bp17

bp224

bp217

bp9

4

53

6

83

45 45

107

53

2 x Ø18 PB1230

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

1R9 1

7824 11.6 423.2 300PLUSam102 UB410*54 1 7824 11.6 423.2 300PLUSam103 UB410*54 1 204 0.1 2.1 250 ap100 FLT10*130 14 184 0.0 1.4 250 ap101 FLT10*100 2 1724 2.3 77.4 250 ap144 UB360*45 2 379 0.1 2.5 250 ap168 PLT10*85 2 160 0.0 0.9 250 ap275 FLT8*90 1 160 0.0 1.0 250 ap278 FLT8*100 31 423 0.2 10.6 250 ap403 FLT16*200 2 821 0.3 23.2 250 ap408 FLT20*180 2 834 0.3 23.6 250 ap410 FLT20*180 2

TOTAL 31.8 1185.1

N.S F.S

A.B.N. 30 105 598 865

PH (03) 9636 3616 MOBILE 0411 566 698

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.

PAINT :171 DOW ST, PORT MELBOURNE. VICTORIA. AUST. 3207

WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

Xtech Drafting Pty. Ltd.

4107-1/10

AM

18.02.2004

WELLINGTON VILLAGE SHOPPING CENTRE

A

AM

4107-MP-02

RAFTER

CONSTRUCTION ENGINEERING PTY. LTD.

1R9

25mm G.O.Z.P.

STILCON HOLDINGS PTY. LTD. 37 LINK COURT BROOKLYN 3025 PH.9314 1611 FAX. 9315 1559

PHASE:PLOTTED:MODEL NAME: 1 well-vill 12.07.200512:23:51

(S) REQUIRED MK RAFTER 1 1R9

27.02.04A ISSUED FOR APPROVAL

DATENo. DETAILSREVISIONS

4811

48

11

0

15600

65

7

169

16

9

0

932 10

13

81 810

4811 78

24

17

45

TYP. SETOUT U.N.O THIS SIDE

SET

110

67

2270 22

700

169

78

24

7475

76

56

181

18

1

0

81

78

24

932

77

43

1234

68

11

1234

55

77

1269

43

42

1199

30

73

1234

18

73

639

63

90

1600CUT

6

90 C/C

50

60

4001359090107

ap100

4- 22 8.8S1- Ø24 x 50 lg. WBB

2- 18 8.8S

ap100

ap403

am102

ap100ap100

ap101

ap100ap100

ap100

ap144

17

110

47

SET 26

6040

ap

41

0

2- 26 8.8TF

14

CUT

6 150-3006 150-300

STAGGER

70

11

22

92

27

21

10

2- 26 8.8TF2- 26 8.8TF

90 C/C

90 C/C

CUT

70

110

67

SET

SET

23

11911

26

30100

26

6664

743 30

13

17

1- Ø24 x 50 lg. WBB

45

2- 18 8.8S

30

TYP. SETOUT U.N.O THIS SIDE

2270

78

24

1600

6 150-3006 150-300

STAGGER

136

78

24

7519

76

88

639 78

24

1234 71

85

1199 59

51

1269 47

51

1234 34

82

1234 22

47

SET

SET

26

26

11119

22108

SET 26

7555

1- Ø24 x 50 lg. WBB

ap100

am103

ap100

ap101ap100

ap100

ap100ap100

ap100

ap144

A

A

90 C/C90 C/C

2- 18 8.8S

2- 18 8.8S

743

55

54

CUT 30

110

66

110

66

70

CUT 17

ap410

14

SE

T

1- Ø24 x 50 lg. WBB2- 26 8.8TF

CUT 90 C/C2- 26 8.8TF2- 26 8.8TF

60

50

11

22

92

27

11

10

SET

70

110

46

1079090135400

26

5149

ap278

ap278

ap278 ap278

ap278 ap278

ap278

ap278

ap278 ap275

ap278

ap278

ap278

ap278

ap278ap403

ap403

45

45

ap408

ap278

ap278

45

45

ap408ap278

ap278 ap278

ap278

ap278

ap278

ap278

ap278ap278 ap278

ap278 ap278

ap278 ap278

ap278

9999

ap278

4- 22 8.8S

4- 22 8.8S 65

17

0

ap403ap403

ap278

ap168ap168

A - A

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

1R6 1

7551 11.2 408.4 300PLUSam98 UB410*54 1 7551 11.2 408.4 300PLUSam99 UB410*54 1 160 0.0 1.1 250 ap90 FLT10*90 2 1724 2.3 77.4 250 ap144 UB360*45 2 380 0.1 8.0 250 ap147 PLT20*160 1 380 0.1 5.3 250 ap149 PLT20*90 1 205 0.1 1.7 250 ap307 FLT8*130 6 185 0.1 1.5 250 ap308 FLT8*130 2 205 0.0 1.0 250 ap318 FLT8*75 8 822 0.3 23.2 250 ap408 FLT20*180 2 834 0.3 23.6 250 ap409 FLT20*180 2 380 0.1 2.7 250 ap449 FLT10*90 4

TOTAL 29.7 1112.4

N.S F.S

A.B.N. 30 105 598 865

PH (03) 9636 3616 MOBILE 0411 566 698

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.

PAINT :171 DOW ST, PORT MELBOURNE. VICTORIA. AUST. 3207

WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS

Xtech Drafting Pty. Ltd.

4107-1/10

AM

18.02.2004

WELLINGTON VILLAGE SHOPPING CENTRE

A

AM

4107-MP-02

RAFTER

CONSTRUCTION ENGINEERING PTY. LTD.

1R6

25mm G.O.Z.P.

STILCON HOLDINGS PTY. LTD. 37 LINK COURT BROOKLYN 3025 PH.9314 1611 FAX. 9315 1559

PHASE:PLOTTED:MODEL NAME: 1 well-vill 12.07.200512:24:02

(S) REQUIRED MK RAFTER 1 1R6

27.02.04A ISSUED FOR APPROVAL

DATENo. DETAILSREVISIONS

2- 26 8.8TF

2- 26 8.8TF

10

03

03

27

21

10

2- 26 8.8TF

70

70

468

1079090135400846

CUTCUT 18

62

160

70

90 C/C

90 C/C90 C/C

30

6 150-3006 150-300

STAGGER

70

70

6

CUT

CUT

141600

2- 18 8.8S 2- 18 8.8S

4- 22 8.8S

2962

755

1170

458

9

4419 441

9

0

106755

1

2726

744

5

4544 471

9

175

175

0

15053

141

141

0

141

7551

4419

7551

175

7551

4643 7551

4643

290

8

755

1

900

7410

1192

6510

1192

5318

1276

4126

163

2849

945

2686

1192

1741

548

5480

170

3132

2962

2962

0

4544

7376

2726

2832

106

1060

2166 21660

B

B

3100

1600

70

4001359090107

10

03

03

27

21

10

2- 18 8.8S2- 18 8.8S

1- Ø24 x 50 lg. WBB

am98

ap308

ap307

ap307ap307

ap318ap318

ap318

ap318

ap144

18

A

A

D

D

ap

40

9

90 C/C

1- Ø24 x 50 lg. WBB1- Ø24 x 50 lg. WBB

60

50

CUT

CUT

14

6 150-3006 150-300

STAGGER

6

18

2- 26 8.8TF

2- 26 8.8TF

70

DIMENSIONS TO L.H.S

E

E

742 2908

C

C

1- Ø24 x 50 lg. WBB70

90 C/C

90 C/C90 C/C

SET

4- 22 8.8S

62

160

7

30

548 755

1

1192 700

3

945 581

1

163

486

5

1276 470

2

1192 342

6

1192 223

3

900 104

1

2166

0

50

2- 26 8.8TF

73100

1- Ø24 x 50 lg. WBB1- Ø24 x 50 lg. WBB

1- Ø24 x 50 lg. WBB

DIMENSIONS TO R.H.S

1- Ø24 x 50 lg. WBB

am99

ap307ap307

ap318

ap318ap318ap318

ap144

ap308ap307 18

E

E

742

216

6

C

C

B

BSET

D

D

ap409

90 C/C

60

SE

T

6- 22 8.8TF

45

45

ap149

ap147

ap408

45

45

6- 22 8.8TF

45

45

ap90

55

ap408

45

455

5

ap90

4- 22 8.8S

ap307

70

11

2

11

06

6

2-Ø14 PB1230 2-Ø14 PB1230

4040

B - B

2-Ø14 PB1230

ap318

11

06

5

C - C

2-Ø14 PB12302-Ø14 PB1230

ap308

11

04

6

70

92

4040

D - D

ap449ap449

E - E

7055

11

57

0

4- 22 8.8S

ap147

ap

14

9

A - A