Trusses Examples
Content
9
10
2TB1
2TB2
2TR1
B2
B
2H
2H
B4
B8
2H
2HB
7
B5
2H
C
B6
2H
D
2H
B3
2H
B1
2TR2
LINK CANOPY STEEL MARKING PLAN
9
10
2P41
2P50
2P48
2P45
2P33
2P52
2P58
2P57
2P47
2P42
2P31
2P39
2P23
2P12
2P5
2P1
2P34
10
2P8
2P10
2P3
2P40
2P37
2P36
2P30
2P29
2P26
2P22
2P21
2P19
2P18
2P15
2P7
2P59
2P13
2P13
2P13
2P43
2P16
2P9
2P25
9
B
D
2Z7
2Z8
2Z9
2Z4
2Z4
2Z7
2Z8
2Z2
2Z4
2P10
Tekla structures
3. VERTICAL BRACING, STAIRS, HANGERS, AND OTHER INCLINED
MEMBERS HAVE ASSEMBLY MARK STAMPED ON TOP END. MARKS
WITH ASTERISK* ARE STAMPED ON BOTTOM END.
4. FIN PLATES FOR CHANNELS ARE ON HEEL UNLESS SHOWN OTHERWISE.
2P58
2P57
2P47
2P42
2P39
2P31
2P25
2P23
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P56
2P55
2P53
2P51
LINK CANOPY CEILING PURLIN MARKING PLAN
Xtech Drafting Pty. Ltd.
ERECTION NOTES
INDICATES MARKED END OF MEMBER. MEMBERS TO BE
ERECTED WITH ASSEMBLY MARK AT THIS LOCATION.
2. COLUMNS HAVE ASSEMBLY MARK STAMPED ON NORTH OR EAST
FACING FLANGE NEAR BASE OF SHAFT U.N.O.
2P49
2Z7
LINK CANOPY ROOF PURLIN MARKING PLAN
1.
2P46
2P27
2P38
2P35
2P32
2P28
2P24
2P20
2P17
2P11
2P6
2P9
D
2P41
2Z4
C
2Z7
2P50
2Z2
2Z4
2P48
2Z6
2Z4
2P45
2Z5
2Z4
2P54
2Z3
2Z4
2P52
2Z3
2Z2
2P14
2Z1
2P2
C
2P44
B
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
5. FIN PLATES FOR BEAMS WILL BE ON NORTH OR WEST SIDE OF BEAM
WEB, UNLESS SHOWN OTHERWISE, ie. ERECT BEAMS TO SOUTH OR
EAST SIDE OF CLEAT.
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-MP-20
2
0
1
No
A
REV.
ISSUED FOR CONSTRUCTION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
EPPING STATION
EPPING PLATFORM LINK CANOPY
PLAN VIEW
DRAWN:
DATE:
AM
06.05.2011
CHECKED:
XTD
SCALE:
1:50
DRAWING No.
EPP-MP-23
REV.
0
E
WP
3104
19943
5048
17968
14865
5048
EPP-2
TR1-4
C
9817
4769
0
4769
1974
G
F
A
bp121
EPP-2TR1-2
bp77
902
SET
bp121
bp115
EPP-2TR1-2
1049
A
bp121
bp33
bp124
1992
bp107
2937
WP
bp108
1969
4821
SET
bp108
bp119
WP
bp35
B
EPP-2TR1-3
917
917
EPP-2
TR1-4
995
B
EPP-2TR1-3
820
SET
bp117
bp124
78
1023
WP
C
bp114
WP
E
G
F
19384
4379
15005
4909
5048
9957
5048
0
4909
2TR1 PLAN VIEW
2885
1047
979
1940
1992
bp124
bp134
917
343
bp55
bp30
bp132
bp75
bp41
bp67
0
917
bp134
bp55
bp67
bp30
0
0
bp92
45
bp66
bp83
-
0
70
45
bp79
bp83
bp93
DETAIL
bp100
1
bp29
bp79
bp46
70
50-300
WP
bp108
bp108
3
bp121
147
147
WP
0
0
bp131
bp121
bp56
1
DETAIL
bp49
879
bp130
82
p
b
bp129
0
879
bp130
bp115
SECTION E - E
995
bp101
bp66
-
81
bp
bp129
1101
bp75
bp41
0
SECTION F - F
2937
bp124
1859
bp75
bp55
bp30
bp41
bp67
DIMENSION VARIES DIMENSION VARIES
bp33
0
bp121
84
76
DETAIL
0
0
75
bp41
bp75
bp108
bp108
0
0
121
bp83
bp108
bp49
bp51
bp56
bp79
bp66
2
1
76
bp49
168
76
-
68
45
bp1
bp
87
70
bp66
bp108
WP
153
1
bp108
2
156
bp79
bp83
1
153
bp56
bp67
4
SET
bp55
83
bp114
FLGS
bp121
WP
FLGS
FLGS
84
FLGS
DETAIL 1
TOP CHORD TRUSS SETOUT
SECTION 1 - 1
bp40
SECTION 2 - 2
0
879
bp115
SECTION G - G
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-2TR1-2,3,4,5
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
EPPING STATION
LINK CANOPY
PLAN LAYOUT
DRAWN:
AM
CHECKED:
XTD
DATE:
06.05.2011
SCALE:
1:7.5
DRAWING No.
REV.
EPP- 2TR1 -1
0
19943
14865
19943
1200
1175
A2
2642
1854
(bp43)
PFC WEB TO ANGLE
bp121
0
bp106
bp5
bp5
bp5
bp121
bp5
bp5
bp5
bp5
bp5
bp5
bp5
bp5
bp5
bp77
50
bp5
bp5
75
bp5
bp121
7
90 3
51
bp5
bp5
521
19943
1200
19422
1200
18222
1200
17022
1200
15822
1200
14622
1200
13422
1000
12222
1200
11022
1200
5078
10088
10022
8822
1200
5048
9854
7330
1200
2524
7622
900
6422
2524
5222
1050
9817
4769
750
4322
900
2175
3272
900
2522
0
722
1622
722
0
2631
5048
4806
2631
0
4769
bp100
bp103
bp86
bp102
bp43
5
bp38
DETAIL
bp38
bp38
bp38
-
bp37
6
bp37
-
2
DETAIL
DETAIL
1
-
-
DETAIL
DETAIL
1174
-
4
-
354
9662
17896
13523
11172
9997
8822
12347
7136
7647
4122
2947
1772
277
4373
1175
1175
1175
1175
1175
1175
1175
1175
930
245
1175
3192
0
2435
4611
2176
1494
2525
2525
17896
8234
277
3
A2
2435
0
bp37
bp37
DETAIL
bp37
1974
A1
241
bp101
bp37
bp38
bp38
5297
26
17
SET
35
6472
A1
855
820
21
bp33
SECTION A - A
2TR1-1
DIMENSION
DIMENSION
113
1A
DIMENSION
2A
bp33
bp33
35
3A
55
55
8
2 x Ø18 PB1230
27
2 x Ø18 PB1230
63
103
1A
bp8
bp43
bp8
bp4
bp8
11
FALL
bp43
bp2
2A
23
bp4
SECTION A1
2 x Ø18 PB1230
15
63
bp86
bp4
SET
67
2 x Ø18 PB1230
3
SET
bp2
bp33
bp8
17
FALL
SECTION 3A
DETAIL 3
SECTION 2A
DETAIL 2
SECTION 1A
bp36
3A
bp36
11
FALL
DETAIL 1
43
bp4
SET
58
109
8
bp5
44
bp121
DIMENSION
6A
26
16
FALL
4A
bp33
bp121
2
SET
37
5
SET
15
SET
2 x Ø18 PB1230
bp43
bp47
SECTION A2
4A
bp43
bp33
bp47
DIMENSION
17
FALL
7
FALL
DETAIL 5
52
bp37 bp38
DETAIL 4
bp1
bp1
168
6A
121
SECTION 4A
SECTION 6A
DETAIL 6
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
Tekla structures
73
15
65
bp38
13
94
bp121
15
bp100
2 x Ø18 PB1230
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-2TR1-1
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
EPPING STATION
LINK CANOPY
SECTION A - A
DRAWN:
AM
CHECKED:
XTD
DATE:
06.05.2011
SCALE:
1:5
DRAWING No.
REV.
EPP- 2TR1 -2
0
900
2534
1784
884
0
884
750
1
DETAIL
2
DETAIL
-
DETAIL
-
bp7
bp134
bp48
202
992
bp48
1200
1202
1200
1200
202
0
1200
1000
bp48
1200
240
5042
1200
4049
449
1649
0
3584
444
bp48
5042
bp48
4802
bp48
3602
bp48
2402
bp48
900
1784
884
900
2684
900
0
884
bp48
bp48
449
bp6
bp6
bp35
bp119
2849
117
bp117
4028
107
107
bp84
-
bp48
bp16
118
bp123
3
TOP VIEW
4031
5048
5048
558
2580
bp48
bp48
bp48
bp48
B2
B3
bp48
bp48
bp134
bp119
bp20
bp21
B4
0
bp35
bp23
bp22
B5
561
4- Ø22 8.8TB
bp125
bp125
bp125
bp125
bp130
2526
1200
1200
SECTION B - B
1200
221
14954
1200
13754
1200
15175
12122
1200
3053
11354
1200
860
10154
1200
9596
1200
bp80
EPP-2TR1-1
2 x Ø18 PB1230
bp40
2 x Ø18 PB1230
bp130
bp40
3
3
bp125
50-300
50-300
45
70
70
40
39
70
bp85
2 x Ø18 PB1230
39
2 x Ø18 PB1230
2 x Ø18 PB1230
2 x Ø22 8.8S
BUTT WELD TO BOTTOM CHORD OF TRUSS.
THIS EDGE TO MATCH BOTTOM TRUSS EDGE.
606
2526
12554
2526
4544
1200
2954
bp125
15175
bp125
7070
1200
1754
bp125
6554
1200
554
209
bp125
1228
4154
345
0
209
bp125
B5
3317
0
3317
136
8954
B2
B1
bp40
bp125
5354
342
bp126
7754
bp125
bp14
3068
0
-
bp125
3068
3204
4
bp125
DETAIL
111
253
88
bp96
153
bp80
bp126
314
bp126
bp95
90
70
bp104
bp48
bp117
bp92
260
SET
8
bp11
bp48
1137
bp48
bp121
B4
1157
bp16
bp6
2561
147
bp6
bp48
bp48
2487
147
0
bp121
44
bp123
45
SET
B3
76
SET
bp7
2561
bp93
B1
1350
147
2608
22
90
bp84
73
426
473
40
2325
bp94
878
2 x Ø18 PB1230
bp14
bp125
bp126
45
120
SECTION B5
bp125
bp40
115
bp122
45
bp124
bp40
0
0
SECTION B2
SECTION B1
bp119
bp117
0
bp35
0
bp134
bp134
bp35
209
bp134
71
87
70
42
24
34
bp20
bp21
2 x Ø22 8.8S
2 x Ø22 8.8S
bp48
bp6
50
72
127
2 x Ø22 8.8S
bp23
bp22
56
61
96
243
158
SET
26
44
50-300
50-300
bp48
2 x Ø22 8.8S
bp21
110
3
3
bp119
25
26
SET
44
2 x Ø18 PB1230
70
2 x Ø18 PB1230
2 x Ø18 PB1230
bp134
34
117
71
118
49
31
2 x Ø22 8.8S
66
127
25
61
115
bp85
bp122
SECTION B3
SECTION B4
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
DETAIL 1
DETAIL 2
DETAIL 3
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-2TR1-1
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
DETAIL 4
SOUTH MORANG RAIL EXTENTION
EPPING STATION
LINK CANOPY
SECTION B - B
DRAWN:
DATE:
AM
06.05.2011
CHECKED:
XTD
SCALE:
1:5
DRAWING No.
REV.
EPP- 2TR1 -3
0
499
bp52
4929
1691
bp120
bp52
bp106
SECTION C2
1221
473
5161
1221
4688
4467
0
1221
2246
1025
3482
bp52
121
bp52
bp52
986
2261
1040
0
1221
bp52
bp52
3467
bp52
1221
bp17
412
bp108
bp77
1040
2826
bp133
1025
1311
155
bp52
bp132
bp114
1069
90
bp52
bp52
bp131
468
4517
-
1536
5161
221
468
1017
0
1221
4940
1221
3922
1221
2702
1481
260
0
bp52
bp52
260
5
DETAIL
TOP CHORDS
bp52
45
bp77
bp131
1300 THIS FACE
bp114 & bp108
bp
bp
59
bp128
bp128
DETAIL
70
bp128
bp
bp128
61
29
bp
bp115
bp
bp128
bp128
bp128
bp82
bp128
1
bp52
DETAIL
-
bp52
bp120
bp17
bp
70
62
bp
4929
0
0
bp121
bp108
bp
74
6
-
bp52
412
4929
1691
2826
DETAIL
bp52
1975
bp124
63
bp
54
bp128
bp128
3
bp
71
bp34
bp9
bp128
bp81
C2
bp107
64
bp
bp129
bp87
2944 2954
978 988
5161
5098
1073
10
bp133
bp49
60
bp51
bp
72
45
45
687
SET
70
bp52
73
bp34
bp34
bp130
bp128
bp52
1691
bp
C1
bp52
10
bp108
69
bp
45
1319
SET
bp
C7
70
10
bp
0
bp34
bp52
2041
bp132
68
bp
70
45
bp52
bp134
bp114
45
45
bp52
bp121
10
1956
65
bp
bp128
bp128
bp
bp34
76
2
11
p
b
716
C2
C7
1981
10
4517
bp52
45
5161
-
bp52
3052 3063
0
bp124
978
bp46
70
2
1102
bp108
70
1069
63
905 THIS FACE
bp108 & bp107
DETAIL
2035
45
104
SET
10
10
4077 4087
2081
2044
4902
TOP EDGE OF CHORD
2026 2037
10
10
0
0
1297
998
5132
TOP EDGE OF CHORD
4467
SET
3388 3399
87
5132
TOP EDGE OF CHORD
998 1008
4462
1297 1308
90
C1
bp34
bp127
bp18
-
4
bp106
DETAIL
-
85
18788
18819
17609
2022
14846
16093
16231
13170
bp34
138
1337
bp18
bp34
bp40
17568
1220
bp34
10
28
EPP-2TR1-1
2924
1703
483
0
bp34
16389
1913
871
1220
1210
18788 18819 18819 18791
2044
16135
15168
13948
10
1220
16769 16759
2040
254
SECTION C - C
3921
bp40 INTERSECT
483
1220
16093
16231
10
966
14761
953
1220
12728
11507
10287
1108
1220
12716 12707
10
1220
10667 10657
2028
9704
10
1220
9067
7846
1220
8596 8586
1960
2430 2420
2158
1220
6558 6548
10
1220
6626
1220
5406
1220
4588
2078
1337
17568
138
2924
1220
1745
524
1220
342 332
332 10
0
13170
1703
1220
0
524
DIAGANALS
1220
4185
bp9 DIMS
1220
483
0
483
2965
bp34 DIMS
1220
bp34
31
bp34
bp129
bp115
45
SET
898
254
1220
bp124
1210
TYP
18819
966
TYP
19
bp128
17609
1220
bp9
16389
1220
bp127
16135
1220
bp128
15168
1220
bp128
13948
1220
bp128
12728
1220
bp128
11507
1220
bp128
10287
2441
bp128
9067
1745
1220
bp128
bp128
4185
1220
bp128
2965
1220
524
0
524
bp128
6626
bp128
bp128
7846
bp128
SECTION C1
394
bp120
62
45
bp15
101
110
bp33 CONNECTION POINT
BOTTOM CHORD
136
SET
110
bp121
10
40
6 x Ø26 8.8TB
bp110
0
0
0
40
0
0
bp34
bp106
bp105
17
DIMENSION
1691
18
FALL
30
FALL
12
bp115
bp115
64
34
SET FLG
19
FAL
L
7
SET
bp34
bp132
89
10
716
bp31
bp15
2
0
1
SET
SECTION 1A
bp128
5A
bp18
3
DETAIL 4
DIMENSION
DETAIL 3
DETAIL 6
Tekla structures
DETAIL 1
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
50-300
bp52
5A
DIMENSION
GENERAL NOTES
bp132
SET
8
SET FLG
DIMENSION
bp43 TOUCHING POINT
2 x Ø18 PB1230
bp17
104
31
CUT
458
06
bp1
8
23
16
FALL
bp52
DETAIL 2
0
97
0
SECTION C7
DIMENSION
10
0
DIMENSION
DIMENSION
135
10
158
84
116
750
bp76
bp32
bp105
TYP
139
334
0
DIMENSION
TYP
TYP DIAGONAL SETOUT
93
12
p1
TYP
7
1A
145
20
38
SET
b
38
SET
17
FAL
L
181
bp31
120
62
1A
bp31
29
SET
72
50
0
26
bp107
7
SET
DIMENSION
SECTION 5A
DETAIL 5
(bp9 & bp34)
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
SOUTH MORANG RAIL EXTENTION
EPPING STATION
MP-02
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
3RD ROW DRAWING TITLE
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
DRAWN:
AM
CHECKED:
XTD
DATE:
06.05.2011
SCALE:
1:5
DRAWING No.
REV.
EPP- 2TR1 -4
0
MATERIAL LIST FOR ONE ASSEMBLY MK
298.4
7.3
bm10
1
UC150*37
7939
300PLUS
294.8
7.2
bm11
1
UC150*37
7939
300PLUS
294.8
7.2
2- 18 8.8S
115
115
bp9
1
EA100*100*6
1682
300PLUS
15.4
0.7
2- 18 8.8S
bp10
10
EA100*100*6
1676
300PLUS
15.4
0.7
bp32
1
EA100*100*10
2176
300PLUS
30.9
0.8
bp33
2
EA100*100*10
2123
300PLUS
30.2
0.8
bp34
2
EA100*100*10
2123
300PLUS
30.2
0.8
bp35
1
EA100*100*10
2230
300PLUS
31.7
0.9
bp36
2
EA100*100*10
2142
300PLUS
30.4
0.8
bp37
3
EA100*100*10
2142
300PLUS
30.4
0.8
bp51
2
FLT10*75
138
250
0.8
0.0
bp57
6
FLT10*138
150
250
1.6
0.0
bp64
1
EA100*100*10
1005
300PLUS
14.3
0.4
bp65
1
EA100*100*10
1252
300PLUS
17.8
0.5
bp67
4
FLT25*200
340
250
13.3
0.2
bp71
8
PLT8*162
211
250
1.5
0.1
bp77
14
FLT8*75
255
250
1.2
0.0
1816.5
48.4
2- 18 8.8S
70
bp51
bp57
bp71
bp57
A-A
bp57
D-D
C-C
28
bp67
bp71
bp9
bp57
130
bp51
38
38
70
27
27
2- 18 8.8S
130
32
E-E
B-B
TOTAL
bp77
E
1200
1200
1200
1200
124
bp77
bp77
bp77
4- 24 x 50 lg. WBB
622
0
1200
622
910
1822
408
3022
70
bp77
6622
B
6890
4222
400
7532
bm11
bp71
NOTE: ALL DIAGONAL & VERTICAL ANGLES TO BE (FSBW)
5422
910
7939
49
1200
bp77
46
250
1200
bp57
bp57
7939
bp77
7540
1200
675
bp57
bp71
5430
4230
E
3030
1200
795
bp67
bp57
bp71
1830
0
630
1200
bp71
bp71
bp57
bp57
bp57
bp71
630
bp71
bp57
6630
bp71
AREA(m )2
300PLUS
49
110
WEIGHT(kg)
8036
6- 22 8.8TB
bp9
110
GRADE
UC150*37
2- 18 8.8S
46
32
2- 18 8.8S
LENGTH
2
28
115
SECTION
bm9
55 55
115
No.OFF
Ass. Req'd.
46
ITEM
1
2TR1
D
124
6890
250
675
CUT 8
49
bp10
bp10
227
bp71
bp10
A
bp10
bp10
bp9
C
699
E
A
162
49
bm9
A
1419
1419
CUT 8
1419
1
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
TRUSS
PLOTTED: 11:21:52
27.07.2004
PHASE: 20
8036
7309
5861
727
8036
7406
630
2606
(S) REQUIRED MK
2TR1
Xtech Drafting Pty. Ltd.
PAINT : G.O.Z.P
PRECAMBER :
A.B.N. 30 105 598 865
55 PATTERSON ST. MIDDLE PARK. VIC. 3206
PH (03) 9534 1292 MOBILE 0411 566 698
GREENSBOROUGH STEEL FAB.
15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117
A
27.07.04
DATE
ISSUED FOR APPROVAL
ERECTION PLAN REFERENCE:
DETAILS
REVISIONS
KaringalEntertainmentPrecinc
E
8036
No.
MODEL NAME:
1448
4800
0
2606
OVERALL CHECK
GENERAL NOTES
1448
4413
1516
C
1448
2964
1448
0
0
1516
7992
Pacific Computing Pty. Ltd
bp67
A
8 CUT
16049
STEEL
bp71
bp71
A
bp51
2606
Drawings Detailed using:
bp71
1487
1487
4800
bp71
bp51
2906
630
1419
4324
5743
7162
8036
445 41 15
bp10
bp32
bp71
2- 22 8.8TF
2- 22 8.8TF
bp36
28
A
bm9
T
IN
bp35
bp36
2000
bp10
A
E
874
0
15
bp71
840
SET
bp37
P
bp37
bp71
A
D
227
TYPICAL
bp34
bp67
127
B
1838
bp33
bp64
57
28
TYP
bp10
bp10
bp10
N 15
O
0
P
A
IN
T
bp34
49
A
bp33
E
3- 24 x 50 lg. WBB
bp57
bp57
O
N
162
E
bm10
70
57
711
4- 24 x 50 lg. WBB
2- 22 8.8TF
bp67
46
226
126
TYPICAL
46
226
bp65
2- 22 8.8TF
bp57
bp57
70
581
E
46
27 40
8 CUT
70
1838
2000
908
805
129-MP-20
KARINGAL ENTERTAINMENT COMPLEX
330 CRANBOURNE RD. FRANKSTON
FOYER
TRUSS
DRAWN:
DATE:
AM
16.07.2004
CHECKED:
AM
SCALE:
1/10
DRAWING No.
129- 2TR1
REV.
A
MATERIAL LIST FOR ONE ASSEMBLY MK
ITEM
32
2- 18 8.8S
46
27
115
2- 18 8.8S
110
bp51
bp51
2- 14 x 40 lg. 4.6S
bp57
B-B
SECTION
LENGTH
GRADE
Ass. Req'd.
AREA(m )2
WEIGHT(kg)
bm8
2
UC150*37
9246
300PLUS
343.3
8.4
bm34
2
UC150*37
9246
300PLUS
343.3
8.4
bp3
2
SHS100*100*6.0
2131
C350
35.6
0.8
bp4
10
SHS100*100*6.0
2078
C350
34.7
0.8
bp7
2
SHS100*100*6.0
2070
C350
34.6
0.8
bp17
1
UC150*37
2003
300PLUS
74.4
1.8
bp18
1
UC150*37
2003
300PLUS
74.4
1.8
bp21
1
SHS100*100*5.0
1681
C350
23.9
0.7
bp24
12
SHS100*100*5.0
1676
C350
23.8
0.7
bp50
16
FLT6*100
160
250
0.8
0.0
bp51
3
FLT10*75
138
250
0.8
0.0
bp57
1
FLT10*138
150
250
1.6
0.0
bp71
2
PLT8*162
211
250
1.5
0.1
bp77
16
FLT8*75
255
250
1.2
0.0
2357.7
58.1
bp71
55 55
bp50
bp21
38
45
70
55
bp51
No.OFF
1
2TR6
TOTAL
D-D
C-C
A-A
bp71
bp71
bp57
bp51
80
9246
1249
1249
bp77
8 CUT
CUT 8
bp77
bp77
bp77
bp77
bp77
CUT 8
bp77
bp77
4- 22 8.8S
bm34
bp77
bp77
bp17
46
46
A
1- 24 x 50 lg. WBB
bp51
bp4
bp24
bp4
D
bp71
bp4
bm8
bp50
2997
4163
4083
5491
5411
594
4199
5401
6602
7804
6820
6740
88
9187
9187
1
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
STEEL
Pacific Computing Pty. Ltd
TRUSS
(S) REQUIRED MK
A.B.N. 30 105 598 865
55 PATTERSON ST. MIDDLE PARK. VIC. 3206
PH (03) 9534 1292 MOBILE 0411 566 698
GREENSBOROUGH STEEL FAB.
15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117
A
27.07.04
DATE
ISSUED FOR APPROVAL
ERECTION PLAN REFERENCE:
DETAILS
REVISIONS
KaringalEntertainmentPrecinc
PLOTTED: 11:22:06
27.07.2004
PHASE: 20
2TR6
Xtech Drafting Pty. Ltd.
PAINT : G.O.Z.P
PRECAMBER :
No.
MODEL NAME:
T
105 O/ALL SE
THRU TRUSS
9225
9238
9238
Drawings Detailed using:
80
1089
9238
1337
1249
9238
80
80
80
9006
1249
1249
2834
2754
9225
80
80
1337
88
1505
1425
O/ALL SET 105
THRU TRUSS
1249
80
1249
1249
80
1249
8149
8069
80
B
4163
4083
1249
1202
594
6820
6740
80
594
1202
1202
5491
5411
1249
1202
232
1202
1202
1202
1202
2997
80
1202
C
5006
5401
1202
bp50
4232
6602
1202
bp50
8 CUT
bp50
SET 5
TYP
7804
1202
CUT 8
bp50
bp50
bp50
bp50
bp50
594
8149
8069
bp50
5006
1202
1249
bp51
1796
9006
bp71
2- 22 8.8S
bp50
bp50
CUT 8
bm8
88
0
9238
D
bp24
bp24
0
80
bp4
bp24
D
D
bp50
80
C
4199
9238
1202
1089
bp24
bp24
bp21
0
bp50
4232
232
1- 24 x 50 lg. WBB
C
1505
1425
966
SET
SET 5
TYP
1796
bp50
CUT 8
bp4
bp4
bp3
B
bp3
2834
2754
bp50
124
A
bp24
bp4
2- 22 8.8S
124
88
0
213 90
bp24
C
1- 24 x 50 lg. WBB
bp4
1230
bp24
bp24
bp24
bp4
213 90
bp24
85
46
bp4
bp7
TYP
TYP
TYP
46
1230
TYP
2000
bp7
483
bp77
1200
1200
1200
729
90 90 200
90
bp77
bm34
90 90 200
90
9246
8839
7929
6729
bp77
910
6729
bp77
408
7929
bp77
4- 22 8.8S
8839
9246
bp77
1200
1200
1200
0
408
5529
910
4329
1200
3129
1200
729
1200
80
1249
80
1249
80
1249
80
1249
80
1249
1274
80
1249
127
CUT 8
bp18
2000
7918
7998
80
1929
5529
4329
1200
127
1- 24 x 50 lg. WBB
6589
6669
5260
5340
3931
4011
3129
1929
1249
0
729
80
5260
5340
1200
1249
2603
2683
80
3931
4011
1249
6589
6669
1200
80
7918
7998
729
1249
18559
CHECK
9246
0
80
135
1274
1354
1274
2603
2683
1274
1354
18450
0
135
129-MP-20
KARINGAL ENTERTAINMENT COMPLEX
330 CRANBOURNE RD. FRANKSTON
FOYER
TRUSS
DRAWN:
DATE:
AM
23.07.2004
CHECKED:
AM
SCALE:
1/15
DRAWING No.
129- 2TR6
REV.
A
MATERIAL LIST FOR ONE ASSEMBLY MK'D
GRID LOCATION
2TR2
B2-B4/BA
0
ITEM
131
0
0
131
0
142
0
13050
137
1
267
2
278
2
278
2
bp44 (B/S)
D
278
2
bp173
254
bp44 (B/S)
E
282
1
bp96 (B/S)
24
7
110
80
129
6
C
15
8
954
3
15
2
187
1
REF
4
bp
5
7
b p1
24
2
304
984
7
bp98 (B/S)
bp182
A
267
2
965
7
976
984 7
7
B
985
290
8
3506
SET
7
18
bp
110
672
2
114
4
REF
bp1
80
bp100 (B/S)
20
381
4
1224
REF
1184
bp177
bp
18
8
bp176
764
H
267
2
984
7
20 254
1007
266
9
bp44 (B/S)
bp191
110
C
bp178
984
7
971
8
B
415
3
DETAIL
436
REF
bp186
2
2TR2-5
114
6
114
6
bp36 (B/S)
2348
687
5
698
5
132
120
9202
693
6
254
409
2
420
2
67
731
137
1
274
0
A
110
F
DETAIL
3
2TR2-5
30
9
No.
SECTION
1 Ass. Req'd.
2TR2
GRADE
LENGTH
AREA(m2 )
WEIGHT(kg)
bp27
1
PLT12*277
250
612
0.36
15.9
bp29
6
PLT12*105
250
225
0.05
2.2
bp30
2
PLT12*125
250
313
0.09
3.7
bp36
2
PLT12*125
250
245
0.07
2.9
bp37
2
PLT12*125
250
287
0.08
3.3
bp39
3
PLT20*250
250
652
0.36
25.6
bp44
8
PLT12*125
250
224
0.06
2.6
bp51
6
PLT16*110
350
520
0.13
7.2
bp63
6
PLT20*110
350
572
0.15
9.8
bp75
3
UB610*125
300PLUS
755
1.58
94.8
bp93
2
PLT12*120
250
225
0.06
2.5
bp94
2
PLT12*145
250
306
0.10
4.1
bp96
2
PLT12*105
250
276
0.07
2.7
bp97
4
PLT12*135
250
321
0.10
4.1
bp98
4
PLT12*135
250
276
0.08
3.5
bp99
1
PLT12*210
250
303
0.14
6.0
bp100
2
PLT12*237
250
277
0.09
3.8
bp101
2
PLT12*277
250
329
0.15
6.3
bp102
1
PLT12*277
250
612
0.36
15.9
bp104
6
PLT20*134
250
276
0.09
5.8
bp114
6
PLT16*110
350
215
0.06
2.9
bp116
1
PLT16*250
350
350
0.12
6.4
bp122
2
PLT16*277
350
612
0.37
21.3
bp123
2
PLT16*166
350
277
0.11
5.8
bp124
4
PLT16*145
250
276
0.09
5.0
bp125
8
FLT16*130
250
276
0.08
4.5
bp126
2
PLT16*145
250
276
0.09
5.0
bp134
4
M20_NUT
8.8S
18
0.00
0.2
bp154
2
PLT12*120
250
235
0.06
2.6
bp156
1
PLT12*276
250
346
0.16
6.7
bp157
1
PLT12*330
250
764
0.53
23.7
bp158
1
PLT12*330
250
1008
0.67
30.0
bp159
2
PLT12*330
250
1048
0.72
32.6
bp167
1
PLT12*276
250
346
0.16
6.7
bp168
1
PLT12*276
250
394
0.18
7.9
bp169
1
PLT12*202
250
261
0.12
5.0
bp172
1
UB200*30
300PLUS
2748
2.53
82.4
bp173
1
UB200*30
300PLUS
2552
2.35
76.5
bp174
1
UC200*60
300PLUS
3062
3.74
183.2
bp175
1
UC250*73
300PLUS
3023
4.47
221.1
bp176
1
UC250*73
300PLUS
1007
1.49
73.7
bp177
1
UC250*73
300PLUS
1580
2.34
115.6
bp178
1
UC250*73
300PLUS
731
1.08
53.5
bp180
1
UC250*73
300PLUS
9847
14.57
720.4
bp181
1
UB310*46
300PLUS
1684
2.11
78.4
bp182
1
UB310*46
300PLUS
2070
2.59
96.4
bp183
1
UB310*46
300PLUS
2706
3.38
126.0
bp184
1
UB310*46
300PLUS
303
0.38
14.1
bp185
3
UB310*46
300PLUS
335
0.42
15.6
bp186
1
UB310*46
300PLUS
1378
1.72
64.2
bp187
1
UB250*31
300PLUS
1339
1.42
42.1
bp188
1
UB250*31
300PLUS
1245
1.32
39.2
bp189
1
UC310*97
300PLUS
7776
13.92
757.0
bp190
1
UC310*97
300PLUS
5405
9.67
526.1
bp191
1
UC310*97
300PLUS
985
1.76
95.9
bp192
1
WB310*72
300PLUS
178
0.22
8.3
bp196
12
FLT10*75
250
283
0.05
1.7
bp199
1
FLT10*180
250
160
0.06
2.3
bp209
1
PLT10*56
250
171
0.01
0.4
bp211
1
PLT20*160
250
310
0.12
7.8
bp212
1
PLT20*270
350Z
270
0.17
11.4
bp213
1
PLT20*250
350Z
504
0.28
19.8
bp214
1
PLT20*300
350Z
308
0.21
14.5
bp216
1
PLT16*167
250
463
0.16
8.7
bp217
1
PLT16*167
250
494
0.17
9.3
bp218
2
PLT16*167
250
455
0.16
8.5
bp219
4
PLT16*190
250
295
0.13
7.0
bp220
1
PLT16*254
250
254
0.15
8.1
bp221
1
PLT25*400
250
452
0.40
35.5
bp242
1
FLT8*100
250
90
0.02
0.4
bp244
21
FLT8*100
250
69
0.01
0.3
bp245
13
FLT8*100
250
80
0.01
0.4
bp251
2
FLT8*100
250
88
0.02
0.4
bp253
1
FLT8*100
250
131
0.02
0.6
bp254
1
FLT8*100
250
109
0.02
0.5
bp264
1
FLT8*100
250
146
0.03
0.7
bp267
40
PLT10*120
250
220
0.06
2.1
bp277
1
PLT12*276
250
394
0.18
7.9
bp455
23
FLT8*75
250
224
0.04
1.1
bp524
1
FLT10*150
300PLUS
9288
2.92
107.0
TOTAL
84.57
4034.8
7
bp98 (B/S)
4
17
p
b
9
bp
1
89
bp181
D
2202
REF
bp183
30
4
28
9
bp190
3
4
6
17
G
5
306
9
REF
31
5
bp
DETAIL
2TR2-5
bp101 (B/S)
6361
17
1
Tekla structures
E
All flange to flange welds to be - FSBW
All flange to stiffener welds to be - FSBW
All member web welds to be:6CFW both sides for tw < 10mm
8CFW both sides for tw < 15mm
8CFW both sides for tw < 20mm
All diagonal stiffeners to be FSBW to flanges
All stiffeners to be FSBW to 250UC's, 310UC's and 610UB's flanges
All other stiffener to flange welds to be 8CFW both sides
All web doubler plates to be 8CFW all round
1
TRUSS (S)
H
1
G
F
REQUIRED MK 2TR2
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : G.O.Z.P
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
2TR2-1 2 3 4 5
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
24.02.11
ISSUED FOR APPROVAL
DESCRIPTION
09.02.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
THOMASTOWN STATION
WEST ABUTMENT
TRUSS
DRAWN:
AM
CHECKED:
XTD
DATE:
24.02.11
SCALE:
1:10
DRAWING No.
REV.
SMR- 2TR2 -1
0
MATERIAL LIST FOR ONE ASSEMBLY MK'D
GRID LOCATION
1TR5
32>/E
No.
ITEM
151
151
48
10
SET
101
T
SE
ap478
FIRST HOLE
122 OFF FACE
ap168
ap382
2
SET
B-B
A-A
2 x Ø22 8.8S
2
SET
165
SET
146
103
105
70
ap113
ap383
223
SET
114 OFF FACE
TO FIRST HOLE
27
T
SE
40
2 x Ø22 8.8S
ap380
ap480
2 x Ø18 PB1230
ap14
ap480
24
ap399
15
SET
2 x Ø18 PB1230
45
ap477
70
70
70
177
ap46
16
197
2 x Ø18 PB1230
12
SET
SET
46
ap476
ap380
3
101
ap89
114
ap480
4
4 x Ø22 8.8TB
161
95
40
2 x Ø18 PB1230
46
55
3
176
136
45
154
ap480
ap477
C-C
51
45
115 OFF FACE
TO FIRST HOLE
D-D
DETAIL 1
2 x Ø18 PB1230
ap478
2 x Ø18 PB1230
2 x Ø18 PB1230
55
2 x Ø18 PB1230
2 x Ø18 PB1230
95
4 x Ø22 8.8TB
ap223
4
166
TYP
SET
158
E-E
4
SET
4
SET
ap368
ap260
ap224
2
SET
143
141
149
F-F
ap412
4
SET
G-G
GRADE
ap14
11
PLT8*135
250
ap17
1
BT205*27
ap37
1
ap41
LENGTH
AREA(m2 )
WEIGHT(kg)
166
0.05
15.4
300PLUS
9857
7.29
266.2
BT205*27
300PLUS
9643
7.14
260.4
1
UB460*82
300PLUS
2138
3.53
176.2
ap46
1
PLT12*105
250
307
0.07
2.7
ap89
1
PLT12*200
250
220
0.10
4.1
ap113
1
FLT12*100
250
438
0.07
3.0
ap117
1
FLT10*130
250
201
0.06
2.0
ap168
1
FLT16*200
250
492
0.22
12.4
ap169
1
FLT16*200
250
1776
0.77
44.6
ap222
1
FLT10*130
250
201
0.05
1.8
ap223
1
FLT10*130
250
197
0.05
1.6
ap224
1
FLT10*130
250
198
0.05
1.6
ap258
1
FLT10*130
250
201
0.05
1.9
ap259
1
FLT10*130
250
201
0.06
2.0
ap260
1
FLT10*130
250
180
0.05
1.6
ap262
1
PLT10*130
250
201
0.05
1.7
ap263
1
FLT10*130
250
201
0.05
1.6
ap264
1
FLT10*130
250
201
0.05
1.7
ap368
1
FLT10*90
250
172
0.03
1.0
ap376
1
EA75*75*6
300PLUS
1335
0.39
9.1
ap380
2
PLT8*129
250
184
0.05
3.0
ap382
1
FLT10*90
250
198
0.03
0.9
ap383
1
FLT10*90
250
198
0.03
1.1
ap394
1
EA75*75*6
300PLUS
1814
0.53
12.3
ap399
1
EA75*75*10
300PLUS
2029
0.59
21.3
ap400
1
EA75*75*10
300PLUS
2128
0.62
22.4
ap401
1
EA75*75*10
300PLUS
1749
0.51
18.4
ap404
1
EA75*75*6
300PLUS
1512
0.44
10.3
ap405
1
EA75*75*6
300PLUS
965
0.28
6.6
ap406
1
EA75*75*6
300PLUS
1840
0.53
12.5
ap407
1
EA75*75*6
300PLUS
1590
0.46
10.8
ap412
1
PLT12*204
250
220
0.10
4.2
ap474
2
FLT8*130
250
180
0.05
2.9
ap475
1
FLT8*130
250
187
0.05
1.5
ap476
1
FLT8*75
250
170
0.03
0.8
ap477
6
FLT8*75
250
180
0.03
5.1
ap478
3
FLT8*75
250
187
0.03
2.6
ap480
4
FLT8*75
250
179
0.03
3.4
TOTAL
24.56
952.7
K - K
J-J
H-H
SECTION
1 Ass. Req'd.
1TR5
11879 (BT205*27 x 9643)
FIRST HOLE
115 OFF FACE
11343
11113
11381
10443
9543
9598
11796 11796
9498
8638
12025
9828
9267
9187
2179
878
462
SET
FIRST HOLE
114 OFF FACE
1413
SET
ap
40
0
9704
806
10360
11
44
ap480
1775
561
100
98
3
51
SE
T
ap394
C
862
80
18
9828
9846
9828
8950
2563
D
860
ap260
860
7778
70
4 x Ø22 8.8TB
ap382
ap383
J
ap169
11220
@100C/C'S
2538
6648
6568
65
35
12025
63
51
39
1676
35
7
19
68
4 x Ø22 8.8TB
H
ap224
860
6918
6059
2198
6387
0
7333
3233
3153
2563
2437
3824
4896
4816
0
487
407
80
2412
1258
9828
2404
259
0
2404
ap168
ap368
2495
2566
999
27
16
5200
4340
3335
80
407
0
80
80
2666
259
3480
2620
1760
899
K
54
19
31
860
861
899
860
860
@100C/C'S
ap412
860
J
ap405
G
860
859
860
FIRST HOLE
115 OFF FACE
F
E
E
E
E
E
E
4 x Ø22 8.8TB
4
7
70
4
70
42
4 x Ø22 8.8TB
ap262
ap222
@100C/C'S
4 x Ø22 8.8TB
150 150
ap41
ap17
ap477
ap223
@100C/C'S
ap264
4 x Ø22 8.8TB
ap259
E
FIRST HOLES
115 OFF FACE
70
FIRST HOLE
115 OFF FACE
70
ap117
6
ap263
E
ap474
ap258
E
K
40
p
a
F
E
65
E
ap477
ap475
37
E
4
FIRST HOLES
122 OFF FACE
7
40
p
a
H
ap3
76
G
31
9
55
40
FIRST HOLE
122 OFF FACE
43
39
ap
10
E
40
E
FIRST HOLE
122 OFF FACE
ap478
T
SE
39
ap478
ap
64
FIRST HOLE
114 OFF FACE
ap113
ap37
415
489
ap480
ap380
0
18
A
9
88
311
R
VE 06
O
T ap4
E
S
6
98
C
28
B
-
453
ap380
D
5
FIRST HOLE
105 OFF FACE
DETAIL
12
ap46
1
269
265
ap477
FIRST HOLES
115 OFF FACE
80
88
1
40
ap
179
1409
28
ap476
106
12
ap89
2082
217
1
70
25
101
TYP
25
21
101
TYP
FIRST HOLE
115 OFF FACE
70
200
61
B
3
85
8643
31
ap474
ap477
2374
900
100
2491
900
164
11x ap14 (N/S)
900
7530
27
10
CUT
A
7743
6843
2334
900
69
2493
900
2138
9643
24
900
7561
80
900
7224
2708
5943
5043
4810
4890
900
22
2235
16
5011 5039
98
900
2494 2519
98 161
2102
0
2000
259
0
102
900
4143
900
3243
2343
900
102
0
543
1443
9643
543
83
0
9726
1
TRUSS (S)
REQUIRED MK 1TR5
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
Tekla structures
2154
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
ERECTION PLAN REFERENCE:
TH0-MP-10
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
4
1
SET DIMENSION REVISED
19.05.11
3
0
ISSUED FOR FABRICATION
15.04.11
2
B
RE-ISSUED FOR APPROVAL
06.04.11
1
No
A
REV.
ISSUED FOR APPROVAL
DESCRIPTION
08.03.11
DATE
415 Johnston St, Abbotsford. 3067.
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENSION PROJECT
THOMASTOWN STATION
STATION BUILDING
STEELWORK
DRAWN:
DATE:
DN
19.05.11
CHECKED:
XTD
SCALE:
1:7.5
DRAWING No.
THO- 1TR5
REV.
1
MATERIAL LIST FOR ONE ASSEMBLY MK'D
GRID LOCATION
1C1
J/6
ITEM
No.
SECTION
1 Ass. Req'd.
1C1
GRADE
LENGTH
AREA(m2 )
WEIGHT(kg)
am1
1
UB310*40
300PLUS
2608
3.23
106.6
am9
1
UB310*40
300PLUS
2595
3.22
106.1
am26
1
UB310*40
300PLUS
2595
3.22
106.1
am27
1
UB310*40
300PLUS
2608
3.23
106.6
am43
1
UC250*73
300PLUS
4171
6.17
305.2
ap1
1
PLT40*520
350Z
600
0.71
98.0
ap5
1
PLT12*127
250
254
0.07
3.0
ap9
2
FLT12*40
250
167
0.02
1.1
ap11
4
PLT32*165
250
304
0.13
50.4
ap14
2
PLT25*280
250
624
0.37
64.5
ap15
2
FLT12*75
250
186
0.03
2.6
ap16
1
PLT25*260
350Z
290
0.18
14.8
ap17
1
PLT25*106
250
290
0.08
6.0
ap19
2
FLT12*75
250
363
0.06
5.1
ap22
1
FLT10*130
250
180
0.05
1.8
ap24
2
PLT25*280
250
625
0.37
64.8
ap26
2
FLT12*100
250
274
0.06
5.2
ap29
4
PLT12*60
250
170
0.03
3.8
ap36
1
FLT10*100
250
313
0.07
2.5
ap38
4
FLT10*75
250
304
0.05
7.2
ap50
1
FLT10*90
250
160
0.03
1.1
ap56
1
PLT10*70
250
282
0.05
1.5
ap57
4
PLT10*218
250
228
0.08
11.1
ap65
2
PLT8*128
250
194
0.04
2.1
ap69
2
FLT8*130
250
142
0.03
1.8
ap72
2
FLT8*130
250
163
0.04
2.4
ap73
6
FLT8*130
250
119
0.03
5.1
ap75
4
FLT8*130
250
169
0.04
5.0
ap79
1
PLT8*125
250
243
0.06
1.8
ap87
2
FLT8*200
250
134
0.05
2.8
ap88
4
FLT8*130
250
165
0.04
4.9
ap93
2
FLT8*75
250
187
0.03
1.7
ap96
2
FLT8*130
250
422
0.11
6.1
ap100
2
FLT8*154
250
279
0.08
4.8
ap108
2
EA50*50*3
300PLUS
2539
0.51
11.8
ap112
2
FLT6*50
250
39
0.00
0.2
ap113
2
FLT6*50
250
80
0.01
0.4
ap114
2
FLT6*50
250
121
0.01
0.6
ap115
2
FLT6*50
250
162
0.02
0.8
ap126
8
FLT10*300
250
79
0.05
14.9
ap158
4
FLT10*75
250
313
0.05
7.4
ap159
16
PLT3*25
250
25
0.00
0.2
ap163
4
FLT8*130
250
159
0.04
4.0
ap165
1
PLT25*106
350Z
290
0.08
6.0
TOTAL
22.89
1160.2
ISOMETRIC VIEW
1
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
BEAM (S)
REQUIRED MK 1C1
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
AM
CHECKED:
XTD
DATE:
27.06.11
SCALE:
1:15
DRAWING No.
SMG- 1C1 -1
REV.
0
107
107
315
21
21
107
101
66 66
290
1
DETAIL
-
ap1
ap
14
24
ap
ap159
FLGS
5
0
0
250
3
10
10
20
107
75
56
10 3
75
ap17
107
3
0
250
20
FLGS
76
10
ap29
0
ap22
ap159
ap165
ap9
ap16
FLGS
FLGS
ap29
ap5
0
0
ap
24
14
ap
115
66 66
289
63
21
21
107
501
107
121
DETAIL 2
3671
40
314
DETAIL 1
TOP VIEW
D
26
am
am
1
C
955
697
0
956
697
954
1652
3562
1871
TOP FLG SET
292
SLOT
FL
E
CH
G
100
2608
1561
TOP FLG SET
1887
TOP FLG SET
1550
TOP FLG SET
CH
EC
K
P
30
24 T O
M
DI
24
D I 50
M
TO
P
CK
FL
B
G
A
ap1
ap159 (B/S)
75
SLOT
2
28
-
SLOT
75
DETAIL
28
A
D
0
ap159 (B/S)
A
ap29
FL
CH
EC
K
24
D I 30
M
TO
P
P
50
24 T O
M
DI
CK
FL
E
CH
C
G
ap29
1887
TOP FLG SET
1871
TOP FLG SET
G
75
0
1561
TOP FLG SET
75
1550
TOP FLG SET
ap9
0
ap5
ap9
am
9
27
am
0
NOTE: FOR DETAILED SECTIONS A & B REFER TO DRAWING 1C1-3
B
0
SECTION A
FOR DETAILED SECTIONS C & DREFER TO DRAWING 1C1-4
A
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
AM
CHECKED:
XTD
DATE:
27.06.11
SCALE:
1:7.5
DRAWING No.
SMG- 1C1 -2
REV.
0
21
33
13
83
2595
2343
2215
177
SET
45
113
SET
45
12
48
SET
2501
2595
2595
1761
2373
1795
51
10
111
45
ap15
165
117
ap158
2595
94
2501
166
2335
119
2215
512
1703
466
32
55
7
ap72
130
ap163
10
138
ap26
ap15
ap126 (B/S)
ap158
2 x Ø18 PB1230
2 x Ø18 PB1230
ap126
ap126
ap16
ap11
E-E
D-D
C-C
B-B
37
137
ap88
ap112
171
2 x Ø18 PB1230
152
175
ap163
ap108
14
ap114
ap69
2 x Ø18 PB1230
2 x Ø18 4.6S
ap57
ap113
138
2 x Ø18 PB1230
11
SET
5
ap115
173
171
ap38
153
44
93
ap108
ap65
10
132
10
SET
93
22
SET
77 6
155
SET
13
H
G
ap108
8
2 x Ø18 PB1230
2 x Ø18 PB1230
132
159
ap38
149
127
ap75
10
175
152
116
42
8
7
ap126 (B/S)
2 x Ø18 PB1230
14
F
553
32
ap158
2 x Ø18 PB1230
93
1477
313
SET
2 x Ø18 PB1230
ap24
ap79
58
111
45
ap108
ap96
2 x Ø18 PB1230
ap11
2595
116
SET
ap93
0
ap88
1238
256
7
118
ap100
2 x Ø18 PB1230
ap112
B-B
130
2 x Ø18 PB1230
211
ap19
163
117
14
32
21
114
ap26
0
8
1122
313
SET
33
ap69
ap57
ap163
A-A
29
1275
ap87
E
314
2608
H
G
ap113
16
58
0
77
578
0
81
0
2608
1016
177
SET
SET
159
138
132
ap158
176
111
171
10
17
2294
1124
ap57
ap88
8
D
2217
77
1201
553
571
252
0
130
153
132
ap38
136
132
159
132
142
132
ap38
143
132
127
319
520
0
C
B
A
252
17
ap75
ap163
ap72
17
17
279
am9
28
17
222
CE
ap14
ap11
17
94
ap108
am27
ap73
COL
FA
F
ap65
0
ap75
2430
DIST
ANC
E OF
E
569
0
ap73
996
699
298
ap114
ap24
740
130
ap115
0
SET
171
D
502
176
78
ap26
63
138
C
197
0
334
SET
1093
ap11
2535
ap100
8
12
83
371
60
4 x Ø26 8.8TB
13
284
ONT
AL
ap112
ap69
ap163
111
SET
1107
0
2608
CE
645
TICA
L
L FA
ap57
ap15
ap158
SET
VER
F CO
124
SET
ap88
ap113
101
SET
124
ap93
ap73
1245
113
SET
113
SET
10
45
83
13
45
93
ap87
371
2608
2450
ISTA
NCE
O
700
ap79
1122
569
0
118
12
ap158
124
CUT
2217
IZON
TAL
D
B
VER
ap114
252
SET
ap19
ap163
SET
630
TICA
L
A
ap57
ap88
am9
128
79
HOR
IZ
1181
1181
124
SET
SET
ap75
390
1124
357
SET
1093
HOR
0
114
SET
51
553
571
214
0
357
SET
ap11
2274
SET
90
SET
309
2608
2462
2294
10
ap96
51
51
SET
970
ap14
4 x Ø26 8.8TB
ap73
43
SET
ap115
SET
ap73
123
79
101
SET
SET
SET
ap73
553
79
73
73
130
SET
10
am27
ap100
260
ap65
132
SET
ap38
LL
SET
ap93
8
FA 10
LL
92
SET
ap72
309
SET
L
145
36 L
L
FA
ap24
FA
L
168
ap38
73
33
13
12
29
197
SET
ap79
ap75
137
SET
9
FA
96
SET
927
197
14
FA
LL
166
1367
949
138
SET
123
CUT
1201
252
0
252
F-F
45
4 x Ø26 8.8TB
45
H-H
G-G
A-A
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
DATE:
AM
27.06.11
CHECKED:
XTD
SCALE:
1:7.5
DRAWING No.
SMG- 1C1 -3
REV.
0
12
13
33
73
73
73
29
73
10
10
2608
2221
1407
1241
132
SET
118
2608
2251
1483
390
2037
2608
0
2171
ap93
H
78
G
ap11
ap24
0
ap50
0
9
146
ap36
132
132
143
142
ap38
132
132
159
ap38
153
132
10
130
171
176
136
132
136
am1
ap158
163
117
ap19
436
0
159
152
ap158
175
744
ap100
am26
211
117
138
165
45
171
314
145
ap14
10
1093
ap96
ap108
93
51
111
130
334
F
ap114
ap115
0
45
ap65
0
357
700
111
ap113
ap57
45
2595
2398
1896
1320
800
222
0
1599
E
ap57
ap87
197
214
630
T
L SE
TICA
ap15
ap112
502
D
C
ap69
298
553
43
FACE
L
O
2450
FC
CE O
N
A
DIST
L
A
T
IZON
HOR
60
279
51
645
ap26
520
51
1093
ACE
F
0
L
3
O
C
24
E OF
C
N
ISTA
T
L SE
B
A
90
SET
ap93
ap73
LL
A
F
10
VER
578
ap36
ap73
51
390
TICA
VER
222
82
SET
12
3
SE 6
T
371
2535
ap38
ap100
ap73
114
SET
176
AL D
ap96
ap11
2595
T
IZON
R
O
H
13
113
SET
10
93
1107
FA
123
CUT
ap50
am1
124
CUT
SET
51
ap75
8
LL
386
4 x Ø26 8.8TB
ap65
ap163
1118
834
ap158
124
284
94
740
am26
2224
94
ap87
101
SET
SET
SET
ap38
0
124
63
ap114
SET
ap163
ap69
SET
SET
ap158
ap26
0
83
12
10
48
SET
4 x Ø26 8.8TB
ap14
815
96
SET
ap72
ap115
ap19
93
45
12
45
113
SET
ap113
113
SET
ap15
ap11
177
SET
ap88
ap75
166
137
SET
ap88
927
92
SET
10
LL
FA
ap57
ap112
168
10
SET
SET
0
101
SET
145
1427
79
79
309
130
SET
ap57
260
2595
1473
124
SET
79
SET
553
334
124
SET
123
2286
970
2026
128
1350
380
252
0
252
ap11
G
2595
1016
32
SET
44
33
32
ap108
ap65
118
2 x Ø18 PB1230
2 x Ø18 PB1230
155
SET
ap11
ap126
45
A-A
9
2 x Ø18 PB1230
155
159
2 x Ø18 PB1230
ap24
13
ap36
132
10
132
13
ap50
ap126
ap163
45
2 x Ø18 PB1230
ap38
ap115
138
10
ap126
ap93
2 x Ø18 PB1230
ap158
171
ap114
138
130
ap126
2 x Ø18 PB1230
2 x Ø22 8.8TB
ap14
ap26
33
130
ap100
ap96
8
ap158
176
171
ap15
2 x Ø18 PB1230
ap113
175
5
152
111
2 x Ø18 PB1230
114
7
ap108
116
SET
2 x Ø18 4.6S
137
93
ap57
77 6
ap69
29
7
ap108
ap108
386
21
153
22
SET
45
21
55
37 14
ap112
185
D-D
SET
7
553
2608
C-C
11
SET
77
2608
77
2221
314
313
40
H
2037
256
0
17
1483
553
ap56
ap73
17
17
17
F
E
116
1357
32
17
8
5 5
1407
466
892
512
380
260
119
ap126 (B/S)
58
16
D
C
166
94
0
94
14
ap73
ap75
390
B
A
8
0
58
81
ap73
ap72
0
2595
14
2282
8
ap163
ap75
2026
42
ap163
8
1473
0
ap88
314
0
ap88
4 x Ø26 8.8TB
ap14
12
B-B
ap163
ap126 (B/S)
2 x Ø18 PB1230
13
ap72
C-C
10
83
ap56
10
E-E
D-D
ap75
F-F
83
G-G
H-H
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
DATE:
AM
27.06.11
CHECKED:
XTD
SCALE:
1:7.5
DRAWING No.
SMG- 1C1 -4
REV.
0
10
2TB1
2TB2
2TR1
B2
B
2H
2H
B4
B8
2H
2HB
7
B5
2H
C
B6
2H
D
2H
B3
2H
B1
2TR2
LINK CANOPY STEEL MARKING PLAN
9
10
2P41
2P50
2P48
2P45
2P33
2P52
2P58
2P57
2P47
2P42
2P31
2P39
2P23
2P12
2P5
2P1
2P34
10
2P8
2P10
2P3
2P40
2P37
2P36
2P30
2P29
2P26
2P22
2P21
2P19
2P18
2P15
2P7
2P59
2P13
2P13
2P13
2P43
2P16
2P9
2P25
9
B
D
2Z7
2Z8
2Z9
2Z4
2Z4
2Z7
2Z8
2Z2
2Z4
2P10
Tekla structures
3. VERTICAL BRACING, STAIRS, HANGERS, AND OTHER INCLINED
MEMBERS HAVE ASSEMBLY MARK STAMPED ON TOP END. MARKS
WITH ASTERISK* ARE STAMPED ON BOTTOM END.
4. FIN PLATES FOR CHANNELS ARE ON HEEL UNLESS SHOWN OTHERWISE.
2P58
2P57
2P47
2P42
2P39
2P31
2P25
2P23
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P4
2P56
2P55
2P53
2P51
LINK CANOPY CEILING PURLIN MARKING PLAN
Xtech Drafting Pty. Ltd.
ERECTION NOTES
INDICATES MARKED END OF MEMBER. MEMBERS TO BE
ERECTED WITH ASSEMBLY MARK AT THIS LOCATION.
2. COLUMNS HAVE ASSEMBLY MARK STAMPED ON NORTH OR EAST
FACING FLANGE NEAR BASE OF SHAFT U.N.O.
2P49
2Z7
LINK CANOPY ROOF PURLIN MARKING PLAN
1.
2P46
2P27
2P38
2P35
2P32
2P28
2P24
2P20
2P17
2P11
2P6
2P9
D
2P41
2Z4
C
2Z7
2P50
2Z2
2Z4
2P48
2Z6
2Z4
2P45
2Z5
2Z4
2P54
2Z3
2Z4
2P52
2Z3
2Z2
2P14
2Z1
2P2
C
2P44
B
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
5. FIN PLATES FOR BEAMS WILL BE ON NORTH OR WEST SIDE OF BEAM
WEB, UNLESS SHOWN OTHERWISE, ie. ERECT BEAMS TO SOUTH OR
EAST SIDE OF CLEAT.
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-MP-20
2
0
1
No
A
REV.
ISSUED FOR CONSTRUCTION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
EPPING STATION
EPPING PLATFORM LINK CANOPY
PLAN VIEW
DRAWN:
DATE:
AM
06.05.2011
CHECKED:
XTD
SCALE:
1:50
DRAWING No.
EPP-MP-23
REV.
0
E
WP
3104
19943
5048
17968
14865
5048
EPP-2
TR1-4
C
9817
4769
0
4769
1974
G
F
A
bp121
EPP-2TR1-2
bp77
902
SET
bp121
bp115
EPP-2TR1-2
1049
A
bp121
bp33
bp124
1992
bp107
2937
WP
bp108
1969
4821
SET
bp108
bp119
WP
bp35
B
EPP-2TR1-3
917
917
EPP-2
TR1-4
995
B
EPP-2TR1-3
820
SET
bp117
bp124
78
1023
WP
C
bp114
WP
E
G
F
19384
4379
15005
4909
5048
9957
5048
0
4909
2TR1 PLAN VIEW
2885
1047
979
1940
1992
bp124
bp134
917
343
bp55
bp30
bp132
bp75
bp41
bp67
0
917
bp134
bp55
bp67
bp30
0
0
bp92
45
bp66
bp83
-
0
70
45
bp79
bp83
bp93
DETAIL
bp100
1
bp29
bp79
bp46
70
50-300
WP
bp108
bp108
3
bp121
147
147
WP
0
0
bp131
bp121
bp56
1
DETAIL
bp49
879
bp130
82
p
b
bp129
0
879
bp130
bp115
SECTION E - E
995
bp101
bp66
-
81
bp
bp129
1101
bp75
bp41
0
SECTION F - F
2937
bp124
1859
bp75
bp55
bp30
bp41
bp67
DIMENSION VARIES DIMENSION VARIES
bp33
0
bp121
84
76
DETAIL
0
0
75
bp41
bp75
bp108
bp108
0
0
121
bp83
bp108
bp49
bp51
bp56
bp79
bp66
2
1
76
bp49
168
76
-
68
45
bp1
bp
87
70
bp66
bp108
WP
153
1
bp108
2
156
bp79
bp83
1
153
bp56
bp67
4
SET
bp55
83
bp114
FLGS
bp121
WP
FLGS
FLGS
84
FLGS
DETAIL 1
TOP CHORD TRUSS SETOUT
SECTION 1 - 1
bp40
SECTION 2 - 2
0
879
bp115
SECTION G - G
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-2TR1-2,3,4,5
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
EPPING STATION
LINK CANOPY
PLAN LAYOUT
DRAWN:
AM
CHECKED:
XTD
DATE:
06.05.2011
SCALE:
1:7.5
DRAWING No.
REV.
EPP- 2TR1 -1
0
19943
14865
19943
1200
1175
A2
2642
1854
(bp43)
PFC WEB TO ANGLE
bp121
0
bp106
bp5
bp5
bp5
bp121
bp5
bp5
bp5
bp5
bp5
bp5
bp5
bp5
bp5
bp77
50
bp5
bp5
75
bp5
bp121
7
90 3
51
bp5
bp5
521
19943
1200
19422
1200
18222
1200
17022
1200
15822
1200
14622
1200
13422
1000
12222
1200
11022
1200
5078
10088
10022
8822
1200
5048
9854
7330
1200
2524
7622
900
6422
2524
5222
1050
9817
4769
750
4322
900
2175
3272
900
2522
0
722
1622
722
0
2631
5048
4806
2631
0
4769
bp100
bp103
bp86
bp102
bp43
5
bp38
DETAIL
bp38
bp38
bp38
-
bp37
6
bp37
-
2
DETAIL
DETAIL
1
-
-
DETAIL
DETAIL
1174
-
4
-
354
9662
17896
13523
11172
9997
8822
12347
7136
7647
4122
2947
1772
277
4373
1175
1175
1175
1175
1175
1175
1175
1175
930
245
1175
3192
0
2435
4611
2176
1494
2525
2525
17896
8234
277
3
A2
2435
0
bp37
bp37
DETAIL
bp37
1974
A1
241
bp101
bp37
bp38
bp38
5297
26
17
SET
35
6472
A1
855
820
21
bp33
SECTION A - A
2TR1-1
DIMENSION
DIMENSION
113
1A
DIMENSION
2A
bp33
bp33
35
3A
55
55
8
2 x Ø18 PB1230
27
2 x Ø18 PB1230
63
103
1A
bp8
bp43
bp8
bp4
bp8
11
FALL
bp43
bp2
2A
23
bp4
SECTION A1
2 x Ø18 PB1230
15
63
bp86
bp4
SET
67
2 x Ø18 PB1230
3
SET
bp2
bp33
bp8
17
FALL
SECTION 3A
DETAIL 3
SECTION 2A
DETAIL 2
SECTION 1A
bp36
3A
bp36
11
FALL
DETAIL 1
43
bp4
SET
58
109
8
bp5
44
bp121
DIMENSION
6A
26
16
FALL
4A
bp33
bp121
2
SET
37
5
SET
15
SET
2 x Ø18 PB1230
bp43
bp47
SECTION A2
4A
bp43
bp33
bp47
DIMENSION
17
FALL
7
FALL
DETAIL 5
52
bp37 bp38
DETAIL 4
bp1
bp1
168
6A
121
SECTION 4A
SECTION 6A
DETAIL 6
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
Tekla structures
73
15
65
bp38
13
94
bp121
15
bp100
2 x Ø18 PB1230
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-2TR1-1
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
EPPING STATION
LINK CANOPY
SECTION A - A
DRAWN:
AM
CHECKED:
XTD
DATE:
06.05.2011
SCALE:
1:5
DRAWING No.
REV.
EPP- 2TR1 -2
0
900
2534
1784
884
0
884
750
1
DETAIL
2
DETAIL
-
DETAIL
-
bp7
bp134
bp48
202
992
bp48
1200
1202
1200
1200
202
0
1200
1000
bp48
1200
240
5042
1200
4049
449
1649
0
3584
444
bp48
5042
bp48
4802
bp48
3602
bp48
2402
bp48
900
1784
884
900
2684
900
0
884
bp48
bp48
449
bp6
bp6
bp35
bp119
2849
117
bp117
4028
107
107
bp84
-
bp48
bp16
118
bp123
3
TOP VIEW
4031
5048
5048
558
2580
bp48
bp48
bp48
bp48
B2
B3
bp48
bp48
bp134
bp119
bp20
bp21
B4
0
bp35
bp23
bp22
B5
561
4- Ø22 8.8TB
bp125
bp125
bp125
bp125
bp130
2526
1200
1200
SECTION B - B
1200
221
14954
1200
13754
1200
15175
12122
1200
3053
11354
1200
860
10154
1200
9596
1200
bp80
EPP-2TR1-1
2 x Ø18 PB1230
bp40
2 x Ø18 PB1230
bp130
bp40
3
3
bp125
50-300
50-300
45
70
70
40
39
70
bp85
2 x Ø18 PB1230
39
2 x Ø18 PB1230
2 x Ø18 PB1230
2 x Ø22 8.8S
BUTT WELD TO BOTTOM CHORD OF TRUSS.
THIS EDGE TO MATCH BOTTOM TRUSS EDGE.
606
2526
12554
2526
4544
1200
2954
bp125
15175
bp125
7070
1200
1754
bp125
6554
1200
554
209
bp125
1228
4154
345
0
209
bp125
B5
3317
0
3317
136
8954
B2
B1
bp40
bp125
5354
342
bp126
7754
bp125
bp14
3068
0
-
bp125
3068
3204
4
bp125
DETAIL
111
253
88
bp96
153
bp80
bp126
314
bp126
bp95
90
70
bp104
bp48
bp117
bp92
260
SET
8
bp11
bp48
1137
bp48
bp121
B4
1157
bp16
bp6
2561
147
bp6
bp48
bp48
2487
147
0
bp121
44
bp123
45
SET
B3
76
SET
bp7
2561
bp93
B1
1350
147
2608
22
90
bp84
73
426
473
40
2325
bp94
878
2 x Ø18 PB1230
bp14
bp125
bp126
45
120
SECTION B5
bp125
bp40
115
bp122
45
bp124
bp40
0
0
SECTION B2
SECTION B1
bp119
bp117
0
bp35
0
bp134
bp134
bp35
209
bp134
71
87
70
42
24
34
bp20
bp21
2 x Ø22 8.8S
2 x Ø22 8.8S
bp48
bp6
50
72
127
2 x Ø22 8.8S
bp23
bp22
56
61
96
243
158
SET
26
44
50-300
50-300
bp48
2 x Ø22 8.8S
bp21
110
3
3
bp119
25
26
SET
44
2 x Ø18 PB1230
70
2 x Ø18 PB1230
2 x Ø18 PB1230
bp134
34
117
71
118
49
31
2 x Ø22 8.8S
66
127
25
61
115
bp85
bp122
SECTION B3
SECTION B4
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
DETAIL 1
DETAIL 2
DETAIL 3
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
EPP-2TR1-1
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
DETAIL 4
SOUTH MORANG RAIL EXTENTION
EPPING STATION
LINK CANOPY
SECTION B - B
DRAWN:
DATE:
AM
06.05.2011
CHECKED:
XTD
SCALE:
1:5
DRAWING No.
REV.
EPP- 2TR1 -3
0
499
bp52
4929
1691
bp120
bp52
bp106
SECTION C2
1221
473
5161
1221
4688
4467
0
1221
2246
1025
3482
bp52
121
bp52
bp52
986
2261
1040
0
1221
bp52
bp52
3467
bp52
1221
bp17
412
bp108
bp77
1040
2826
bp133
1025
1311
155
bp52
bp132
bp114
1069
90
bp52
bp52
bp131
468
4517
-
1536
5161
221
468
1017
0
1221
4940
1221
3922
1221
2702
1481
260
0
bp52
bp52
260
5
DETAIL
TOP CHORDS
bp52
45
bp77
bp131
1300 THIS FACE
bp114 & bp108
bp
bp
59
bp128
bp128
DETAIL
70
bp128
bp
bp128
61
29
bp
bp115
bp
bp128
bp128
bp128
bp82
bp128
1
bp52
DETAIL
-
bp52
bp120
bp17
bp
70
62
bp
4929
0
0
bp121
bp108
bp
74
6
-
bp52
412
4929
1691
2826
DETAIL
bp52
1975
bp124
63
bp
54
bp128
bp128
3
bp
71
bp34
bp9
bp128
bp81
C2
bp107
64
bp
bp129
bp87
2944 2954
978 988
5161
5098
1073
10
bp133
bp49
60
bp51
bp
72
45
45
687
SET
70
bp52
73
bp34
bp34
bp130
bp128
bp52
1691
bp
C1
bp52
10
bp108
69
bp
45
1319
SET
bp
C7
70
10
bp
0
bp34
bp52
2041
bp132
68
bp
70
45
bp52
bp134
bp114
45
45
bp52
bp121
10
1956
65
bp
bp128
bp128
bp
bp34
76
2
11
p
b
716
C2
C7
1981
10
4517
bp52
45
5161
-
bp52
3052 3063
0
bp124
978
bp46
70
2
1102
bp108
70
1069
63
905 THIS FACE
bp108 & bp107
DETAIL
2035
45
104
SET
10
10
4077 4087
2081
2044
4902
TOP EDGE OF CHORD
2026 2037
10
10
0
0
1297
998
5132
TOP EDGE OF CHORD
4467
SET
3388 3399
87
5132
TOP EDGE OF CHORD
998 1008
4462
1297 1308
90
C1
bp34
bp127
bp18
-
4
bp106
DETAIL
-
85
18788
18819
17609
2022
14846
16093
16231
13170
bp34
138
1337
bp18
bp34
bp40
17568
1220
bp34
10
28
EPP-2TR1-1
2924
1703
483
0
bp34
16389
1913
871
1220
1210
18788 18819 18819 18791
2044
16135
15168
13948
10
1220
16769 16759
2040
254
SECTION C - C
3921
bp40 INTERSECT
483
1220
16093
16231
10
966
14761
953
1220
12728
11507
10287
1108
1220
12716 12707
10
1220
10667 10657
2028
9704
10
1220
9067
7846
1220
8596 8586
1960
2430 2420
2158
1220
6558 6548
10
1220
6626
1220
5406
1220
4588
2078
1337
17568
138
2924
1220
1745
524
1220
342 332
332 10
0
13170
1703
1220
0
524
DIAGANALS
1220
4185
bp9 DIMS
1220
483
0
483
2965
bp34 DIMS
1220
bp34
31
bp34
bp129
bp115
45
SET
898
254
1220
bp124
1210
TYP
18819
966
TYP
19
bp128
17609
1220
bp9
16389
1220
bp127
16135
1220
bp128
15168
1220
bp128
13948
1220
bp128
12728
1220
bp128
11507
1220
bp128
10287
2441
bp128
9067
1745
1220
bp128
bp128
4185
1220
bp128
2965
1220
524
0
524
bp128
6626
bp128
bp128
7846
bp128
SECTION C1
394
bp120
62
45
bp15
101
110
bp33 CONNECTION POINT
BOTTOM CHORD
136
SET
110
bp121
10
40
6 x Ø26 8.8TB
bp110
0
0
0
40
0
0
bp34
bp106
bp105
17
DIMENSION
1691
18
FALL
30
FALL
12
bp115
bp115
64
34
SET FLG
19
FAL
L
7
SET
bp34
bp132
89
10
716
bp31
bp15
2
0
1
SET
SECTION 1A
bp128
5A
bp18
3
DETAIL 4
DIMENSION
DETAIL 3
DETAIL 6
Tekla structures
DETAIL 1
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
50-300
bp52
5A
DIMENSION
GENERAL NOTES
bp132
SET
8
SET FLG
DIMENSION
bp43 TOUCHING POINT
2 x Ø18 PB1230
bp17
104
31
CUT
458
06
bp1
8
23
16
FALL
bp52
DETAIL 2
0
97
0
SECTION C7
DIMENSION
10
0
DIMENSION
DIMENSION
135
10
158
84
116
750
bp76
bp32
bp105
TYP
139
334
0
DIMENSION
TYP
TYP DIAGONAL SETOUT
93
12
p1
TYP
7
1A
145
20
38
SET
b
38
SET
17
FAL
L
181
bp31
120
62
1A
bp31
29
SET
72
50
0
26
bp107
7
SET
DIMENSION
SECTION 5A
DETAIL 5
(bp9 & bp34)
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
SOUTH MORANG RAIL EXTENTION
EPPING STATION
MP-02
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
3RD ROW DRAWING TITLE
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
06.05.2011
ISSUED FOR APPROVAL
DESCRIPTION
29.04.2011
DATE
DESIGN ENGINEER:
DRAWN:
AM
CHECKED:
XTD
DATE:
06.05.2011
SCALE:
1:5
DRAWING No.
REV.
EPP- 2TR1 -4
0
MATERIAL LIST FOR ONE ASSEMBLY MK
298.4
7.3
bm10
1
UC150*37
7939
300PLUS
294.8
7.2
bm11
1
UC150*37
7939
300PLUS
294.8
7.2
2- 18 8.8S
115
115
bp9
1
EA100*100*6
1682
300PLUS
15.4
0.7
2- 18 8.8S
bp10
10
EA100*100*6
1676
300PLUS
15.4
0.7
bp32
1
EA100*100*10
2176
300PLUS
30.9
0.8
bp33
2
EA100*100*10
2123
300PLUS
30.2
0.8
bp34
2
EA100*100*10
2123
300PLUS
30.2
0.8
bp35
1
EA100*100*10
2230
300PLUS
31.7
0.9
bp36
2
EA100*100*10
2142
300PLUS
30.4
0.8
bp37
3
EA100*100*10
2142
300PLUS
30.4
0.8
bp51
2
FLT10*75
138
250
0.8
0.0
bp57
6
FLT10*138
150
250
1.6
0.0
bp64
1
EA100*100*10
1005
300PLUS
14.3
0.4
bp65
1
EA100*100*10
1252
300PLUS
17.8
0.5
bp67
4
FLT25*200
340
250
13.3
0.2
bp71
8
PLT8*162
211
250
1.5
0.1
bp77
14
FLT8*75
255
250
1.2
0.0
1816.5
48.4
2- 18 8.8S
70
bp51
bp57
bp71
bp57
A-A
bp57
D-D
C-C
28
bp67
bp71
bp9
bp57
130
bp51
38
38
70
27
27
2- 18 8.8S
130
32
E-E
B-B
TOTAL
bp77
E
1200
1200
1200
1200
124
bp77
bp77
bp77
4- 24 x 50 lg. WBB
622
0
1200
622
910
1822
408
3022
70
bp77
6622
B
6890
4222
400
7532
bm11
bp71
NOTE: ALL DIAGONAL & VERTICAL ANGLES TO BE (FSBW)
5422
910
7939
49
1200
bp77
46
250
1200
bp57
bp57
7939
bp77
7540
1200
675
bp57
bp71
5430
4230
E
3030
1200
795
bp67
bp57
bp71
1830
0
630
1200
bp71
bp71
bp57
bp57
bp57
bp71
630
bp71
bp57
6630
bp71
AREA(m )2
300PLUS
49
110
WEIGHT(kg)
8036
6- 22 8.8TB
bp9
110
GRADE
UC150*37
2- 18 8.8S
46
32
2- 18 8.8S
LENGTH
2
28
115
SECTION
bm9
55 55
115
No.OFF
Ass. Req'd.
46
ITEM
1
2TR1
D
124
6890
250
675
CUT 8
49
bp10
bp10
227
bp71
bp10
A
bp10
bp10
bp9
C
699
E
A
162
49
bm9
A
1419
1419
CUT 8
1419
1
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
TRUSS
PLOTTED: 11:21:52
27.07.2004
PHASE: 20
8036
7309
5861
727
8036
7406
630
2606
(S) REQUIRED MK
2TR1
Xtech Drafting Pty. Ltd.
PAINT : G.O.Z.P
PRECAMBER :
A.B.N. 30 105 598 865
55 PATTERSON ST. MIDDLE PARK. VIC. 3206
PH (03) 9534 1292 MOBILE 0411 566 698
GREENSBOROUGH STEEL FAB.
15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117
A
27.07.04
DATE
ISSUED FOR APPROVAL
ERECTION PLAN REFERENCE:
DETAILS
REVISIONS
KaringalEntertainmentPrecinc
E
8036
No.
MODEL NAME:
1448
4800
0
2606
OVERALL CHECK
GENERAL NOTES
1448
4413
1516
C
1448
2964
1448
0
0
1516
7992
Pacific Computing Pty. Ltd
bp67
A
8 CUT
16049
STEEL
bp71
bp71
A
bp51
2606
Drawings Detailed using:
bp71
1487
1487
4800
bp71
bp51
2906
630
1419
4324
5743
7162
8036
445 41 15
bp10
bp32
bp71
2- 22 8.8TF
2- 22 8.8TF
bp36
28
A
bm9
T
IN
bp35
bp36
2000
bp10
A
E
874
0
15
bp71
840
SET
bp37
P
bp37
bp71
A
D
227
TYPICAL
bp34
bp67
127
B
1838
bp33
bp64
57
28
TYP
bp10
bp10
bp10
N 15
O
0
P
A
IN
T
bp34
49
A
bp33
E
3- 24 x 50 lg. WBB
bp57
bp57
O
N
162
E
bm10
70
57
711
4- 24 x 50 lg. WBB
2- 22 8.8TF
bp67
46
226
126
TYPICAL
46
226
bp65
2- 22 8.8TF
bp57
bp57
70
581
E
46
27 40
8 CUT
70
1838
2000
908
805
129-MP-20
KARINGAL ENTERTAINMENT COMPLEX
330 CRANBOURNE RD. FRANKSTON
FOYER
TRUSS
DRAWN:
DATE:
AM
16.07.2004
CHECKED:
AM
SCALE:
1/10
DRAWING No.
129- 2TR1
REV.
A
MATERIAL LIST FOR ONE ASSEMBLY MK
ITEM
32
2- 18 8.8S
46
27
115
2- 18 8.8S
110
bp51
bp51
2- 14 x 40 lg. 4.6S
bp57
B-B
SECTION
LENGTH
GRADE
Ass. Req'd.
AREA(m )2
WEIGHT(kg)
bm8
2
UC150*37
9246
300PLUS
343.3
8.4
bm34
2
UC150*37
9246
300PLUS
343.3
8.4
bp3
2
SHS100*100*6.0
2131
C350
35.6
0.8
bp4
10
SHS100*100*6.0
2078
C350
34.7
0.8
bp7
2
SHS100*100*6.0
2070
C350
34.6
0.8
bp17
1
UC150*37
2003
300PLUS
74.4
1.8
bp18
1
UC150*37
2003
300PLUS
74.4
1.8
bp21
1
SHS100*100*5.0
1681
C350
23.9
0.7
bp24
12
SHS100*100*5.0
1676
C350
23.8
0.7
bp50
16
FLT6*100
160
250
0.8
0.0
bp51
3
FLT10*75
138
250
0.8
0.0
bp57
1
FLT10*138
150
250
1.6
0.0
bp71
2
PLT8*162
211
250
1.5
0.1
bp77
16
FLT8*75
255
250
1.2
0.0
2357.7
58.1
bp71
55 55
bp50
bp21
38
45
70
55
bp51
No.OFF
1
2TR6
TOTAL
D-D
C-C
A-A
bp71
bp71
bp57
bp51
80
9246
1249
1249
bp77
8 CUT
CUT 8
bp77
bp77
bp77
bp77
bp77
CUT 8
bp77
bp77
4- 22 8.8S
bm34
bp77
bp77
bp17
46
46
A
1- 24 x 50 lg. WBB
bp51
bp4
bp24
bp4
D
bp71
bp4
bm8
bp50
2997
4163
4083
5491
5411
594
4199
5401
6602
7804
6820
6740
88
9187
9187
1
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
STEEL
Pacific Computing Pty. Ltd
TRUSS
(S) REQUIRED MK
A.B.N. 30 105 598 865
55 PATTERSON ST. MIDDLE PARK. VIC. 3206
PH (03) 9534 1292 MOBILE 0411 566 698
GREENSBOROUGH STEEL FAB.
15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117
A
27.07.04
DATE
ISSUED FOR APPROVAL
ERECTION PLAN REFERENCE:
DETAILS
REVISIONS
KaringalEntertainmentPrecinc
PLOTTED: 11:22:06
27.07.2004
PHASE: 20
2TR6
Xtech Drafting Pty. Ltd.
PAINT : G.O.Z.P
PRECAMBER :
No.
MODEL NAME:
T
105 O/ALL SE
THRU TRUSS
9225
9238
9238
Drawings Detailed using:
80
1089
9238
1337
1249
9238
80
80
80
9006
1249
1249
2834
2754
9225
80
80
1337
88
1505
1425
O/ALL SET 105
THRU TRUSS
1249
80
1249
1249
80
1249
8149
8069
80
B
4163
4083
1249
1202
594
6820
6740
80
594
1202
1202
5491
5411
1249
1202
232
1202
1202
1202
1202
2997
80
1202
C
5006
5401
1202
bp50
4232
6602
1202
bp50
8 CUT
bp50
SET 5
TYP
7804
1202
CUT 8
bp50
bp50
bp50
bp50
bp50
594
8149
8069
bp50
5006
1202
1249
bp51
1796
9006
bp71
2- 22 8.8S
bp50
bp50
CUT 8
bm8
88
0
9238
D
bp24
bp24
0
80
bp4
bp24
D
D
bp50
80
C
4199
9238
1202
1089
bp24
bp24
bp21
0
bp50
4232
232
1- 24 x 50 lg. WBB
C
1505
1425
966
SET
SET 5
TYP
1796
bp50
CUT 8
bp4
bp4
bp3
B
bp3
2834
2754
bp50
124
A
bp24
bp4
2- 22 8.8S
124
88
0
213 90
bp24
C
1- 24 x 50 lg. WBB
bp4
1230
bp24
bp24
bp24
bp4
213 90
bp24
85
46
bp4
bp7
TYP
TYP
TYP
46
1230
TYP
2000
bp7
483
bp77
1200
1200
1200
729
90 90 200
90
bp77
bm34
90 90 200
90
9246
8839
7929
6729
bp77
910
6729
bp77
408
7929
bp77
4- 22 8.8S
8839
9246
bp77
1200
1200
1200
0
408
5529
910
4329
1200
3129
1200
729
1200
80
1249
80
1249
80
1249
80
1249
80
1249
1274
80
1249
127
CUT 8
bp18
2000
7918
7998
80
1929
5529
4329
1200
127
1- 24 x 50 lg. WBB
6589
6669
5260
5340
3931
4011
3129
1929
1249
0
729
80
5260
5340
1200
1249
2603
2683
80
3931
4011
1249
6589
6669
1200
80
7918
7998
729
1249
18559
CHECK
9246
0
80
135
1274
1354
1274
2603
2683
1274
1354
18450
0
135
129-MP-20
KARINGAL ENTERTAINMENT COMPLEX
330 CRANBOURNE RD. FRANKSTON
FOYER
TRUSS
DRAWN:
DATE:
AM
23.07.2004
CHECKED:
AM
SCALE:
1/15
DRAWING No.
129- 2TR6
REV.
A
MATERIAL LIST FOR ONE ASSEMBLY MK'D
GRID LOCATION
2TR2
B2-B4/BA
0
ITEM
131
0
0
131
0
142
0
13050
137
1
267
2
278
2
278
2
bp44 (B/S)
D
278
2
bp173
254
bp44 (B/S)
E
282
1
bp96 (B/S)
24
7
110
80
129
6
C
15
8
954
3
15
2
187
1
REF
4
bp
5
7
b p1
24
2
304
984
7
bp98 (B/S)
bp182
A
267
2
965
7
976
984 7
7
B
985
290
8
3506
SET
7
18
bp
110
672
2
114
4
REF
bp1
80
bp100 (B/S)
20
381
4
1224
REF
1184
bp177
bp
18
8
bp176
764
H
267
2
984
7
20 254
1007
266
9
bp44 (B/S)
bp191
110
C
bp178
984
7
971
8
B
415
3
DETAIL
436
REF
bp186
2
2TR2-5
114
6
114
6
bp36 (B/S)
2348
687
5
698
5
132
120
9202
693
6
254
409
2
420
2
67
731
137
1
274
0
A
110
F
DETAIL
3
2TR2-5
30
9
No.
SECTION
1 Ass. Req'd.
2TR2
GRADE
LENGTH
AREA(m2 )
WEIGHT(kg)
bp27
1
PLT12*277
250
612
0.36
15.9
bp29
6
PLT12*105
250
225
0.05
2.2
bp30
2
PLT12*125
250
313
0.09
3.7
bp36
2
PLT12*125
250
245
0.07
2.9
bp37
2
PLT12*125
250
287
0.08
3.3
bp39
3
PLT20*250
250
652
0.36
25.6
bp44
8
PLT12*125
250
224
0.06
2.6
bp51
6
PLT16*110
350
520
0.13
7.2
bp63
6
PLT20*110
350
572
0.15
9.8
bp75
3
UB610*125
300PLUS
755
1.58
94.8
bp93
2
PLT12*120
250
225
0.06
2.5
bp94
2
PLT12*145
250
306
0.10
4.1
bp96
2
PLT12*105
250
276
0.07
2.7
bp97
4
PLT12*135
250
321
0.10
4.1
bp98
4
PLT12*135
250
276
0.08
3.5
bp99
1
PLT12*210
250
303
0.14
6.0
bp100
2
PLT12*237
250
277
0.09
3.8
bp101
2
PLT12*277
250
329
0.15
6.3
bp102
1
PLT12*277
250
612
0.36
15.9
bp104
6
PLT20*134
250
276
0.09
5.8
bp114
6
PLT16*110
350
215
0.06
2.9
bp116
1
PLT16*250
350
350
0.12
6.4
bp122
2
PLT16*277
350
612
0.37
21.3
bp123
2
PLT16*166
350
277
0.11
5.8
bp124
4
PLT16*145
250
276
0.09
5.0
bp125
8
FLT16*130
250
276
0.08
4.5
bp126
2
PLT16*145
250
276
0.09
5.0
bp134
4
M20_NUT
8.8S
18
0.00
0.2
bp154
2
PLT12*120
250
235
0.06
2.6
bp156
1
PLT12*276
250
346
0.16
6.7
bp157
1
PLT12*330
250
764
0.53
23.7
bp158
1
PLT12*330
250
1008
0.67
30.0
bp159
2
PLT12*330
250
1048
0.72
32.6
bp167
1
PLT12*276
250
346
0.16
6.7
bp168
1
PLT12*276
250
394
0.18
7.9
bp169
1
PLT12*202
250
261
0.12
5.0
bp172
1
UB200*30
300PLUS
2748
2.53
82.4
bp173
1
UB200*30
300PLUS
2552
2.35
76.5
bp174
1
UC200*60
300PLUS
3062
3.74
183.2
bp175
1
UC250*73
300PLUS
3023
4.47
221.1
bp176
1
UC250*73
300PLUS
1007
1.49
73.7
bp177
1
UC250*73
300PLUS
1580
2.34
115.6
bp178
1
UC250*73
300PLUS
731
1.08
53.5
bp180
1
UC250*73
300PLUS
9847
14.57
720.4
bp181
1
UB310*46
300PLUS
1684
2.11
78.4
bp182
1
UB310*46
300PLUS
2070
2.59
96.4
bp183
1
UB310*46
300PLUS
2706
3.38
126.0
bp184
1
UB310*46
300PLUS
303
0.38
14.1
bp185
3
UB310*46
300PLUS
335
0.42
15.6
bp186
1
UB310*46
300PLUS
1378
1.72
64.2
bp187
1
UB250*31
300PLUS
1339
1.42
42.1
bp188
1
UB250*31
300PLUS
1245
1.32
39.2
bp189
1
UC310*97
300PLUS
7776
13.92
757.0
bp190
1
UC310*97
300PLUS
5405
9.67
526.1
bp191
1
UC310*97
300PLUS
985
1.76
95.9
bp192
1
WB310*72
300PLUS
178
0.22
8.3
bp196
12
FLT10*75
250
283
0.05
1.7
bp199
1
FLT10*180
250
160
0.06
2.3
bp209
1
PLT10*56
250
171
0.01
0.4
bp211
1
PLT20*160
250
310
0.12
7.8
bp212
1
PLT20*270
350Z
270
0.17
11.4
bp213
1
PLT20*250
350Z
504
0.28
19.8
bp214
1
PLT20*300
350Z
308
0.21
14.5
bp216
1
PLT16*167
250
463
0.16
8.7
bp217
1
PLT16*167
250
494
0.17
9.3
bp218
2
PLT16*167
250
455
0.16
8.5
bp219
4
PLT16*190
250
295
0.13
7.0
bp220
1
PLT16*254
250
254
0.15
8.1
bp221
1
PLT25*400
250
452
0.40
35.5
bp242
1
FLT8*100
250
90
0.02
0.4
bp244
21
FLT8*100
250
69
0.01
0.3
bp245
13
FLT8*100
250
80
0.01
0.4
bp251
2
FLT8*100
250
88
0.02
0.4
bp253
1
FLT8*100
250
131
0.02
0.6
bp254
1
FLT8*100
250
109
0.02
0.5
bp264
1
FLT8*100
250
146
0.03
0.7
bp267
40
PLT10*120
250
220
0.06
2.1
bp277
1
PLT12*276
250
394
0.18
7.9
bp455
23
FLT8*75
250
224
0.04
1.1
bp524
1
FLT10*150
300PLUS
9288
2.92
107.0
TOTAL
84.57
4034.8
7
bp98 (B/S)
4
17
p
b
9
bp
1
89
bp181
D
2202
REF
bp183
30
4
28
9
bp190
3
4
6
17
G
5
306
9
REF
31
5
bp
DETAIL
2TR2-5
bp101 (B/S)
6361
17
1
Tekla structures
E
All flange to flange welds to be - FSBW
All flange to stiffener welds to be - FSBW
All member web welds to be:6CFW both sides for tw < 10mm
8CFW both sides for tw < 15mm
8CFW both sides for tw < 20mm
All diagonal stiffeners to be FSBW to flanges
All stiffeners to be FSBW to 250UC's, 310UC's and 610UB's flanges
All other stiffener to flange welds to be 8CFW both sides
All web doubler plates to be 8CFW all round
1
TRUSS (S)
H
1
G
F
REQUIRED MK 2TR2
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : G.O.Z.P
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
2TR2-1 2 3 4 5
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
24.02.11
ISSUED FOR APPROVAL
DESCRIPTION
09.02.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
THOMASTOWN STATION
WEST ABUTMENT
TRUSS
DRAWN:
AM
CHECKED:
XTD
DATE:
24.02.11
SCALE:
1:10
DRAWING No.
REV.
SMR- 2TR2 -1
0
MATERIAL LIST FOR ONE ASSEMBLY MK'D
GRID LOCATION
1TR5
32>/E
No.
ITEM
151
151
48
10
SET
101
T
SE
ap478
FIRST HOLE
122 OFF FACE
ap168
ap382
2
SET
B-B
A-A
2 x Ø22 8.8S
2
SET
165
SET
146
103
105
70
ap113
ap383
223
SET
114 OFF FACE
TO FIRST HOLE
27
T
SE
40
2 x Ø22 8.8S
ap380
ap480
2 x Ø18 PB1230
ap14
ap480
24
ap399
15
SET
2 x Ø18 PB1230
45
ap477
70
70
70
177
ap46
16
197
2 x Ø18 PB1230
12
SET
SET
46
ap476
ap380
3
101
ap89
114
ap480
4
4 x Ø22 8.8TB
161
95
40
2 x Ø18 PB1230
46
55
3
176
136
45
154
ap480
ap477
C-C
51
45
115 OFF FACE
TO FIRST HOLE
D-D
DETAIL 1
2 x Ø18 PB1230
ap478
2 x Ø18 PB1230
2 x Ø18 PB1230
55
2 x Ø18 PB1230
2 x Ø18 PB1230
95
4 x Ø22 8.8TB
ap223
4
166
TYP
SET
158
E-E
4
SET
4
SET
ap368
ap260
ap224
2
SET
143
141
149
F-F
ap412
4
SET
G-G
GRADE
ap14
11
PLT8*135
250
ap17
1
BT205*27
ap37
1
ap41
LENGTH
AREA(m2 )
WEIGHT(kg)
166
0.05
15.4
300PLUS
9857
7.29
266.2
BT205*27
300PLUS
9643
7.14
260.4
1
UB460*82
300PLUS
2138
3.53
176.2
ap46
1
PLT12*105
250
307
0.07
2.7
ap89
1
PLT12*200
250
220
0.10
4.1
ap113
1
FLT12*100
250
438
0.07
3.0
ap117
1
FLT10*130
250
201
0.06
2.0
ap168
1
FLT16*200
250
492
0.22
12.4
ap169
1
FLT16*200
250
1776
0.77
44.6
ap222
1
FLT10*130
250
201
0.05
1.8
ap223
1
FLT10*130
250
197
0.05
1.6
ap224
1
FLT10*130
250
198
0.05
1.6
ap258
1
FLT10*130
250
201
0.05
1.9
ap259
1
FLT10*130
250
201
0.06
2.0
ap260
1
FLT10*130
250
180
0.05
1.6
ap262
1
PLT10*130
250
201
0.05
1.7
ap263
1
FLT10*130
250
201
0.05
1.6
ap264
1
FLT10*130
250
201
0.05
1.7
ap368
1
FLT10*90
250
172
0.03
1.0
ap376
1
EA75*75*6
300PLUS
1335
0.39
9.1
ap380
2
PLT8*129
250
184
0.05
3.0
ap382
1
FLT10*90
250
198
0.03
0.9
ap383
1
FLT10*90
250
198
0.03
1.1
ap394
1
EA75*75*6
300PLUS
1814
0.53
12.3
ap399
1
EA75*75*10
300PLUS
2029
0.59
21.3
ap400
1
EA75*75*10
300PLUS
2128
0.62
22.4
ap401
1
EA75*75*10
300PLUS
1749
0.51
18.4
ap404
1
EA75*75*6
300PLUS
1512
0.44
10.3
ap405
1
EA75*75*6
300PLUS
965
0.28
6.6
ap406
1
EA75*75*6
300PLUS
1840
0.53
12.5
ap407
1
EA75*75*6
300PLUS
1590
0.46
10.8
ap412
1
PLT12*204
250
220
0.10
4.2
ap474
2
FLT8*130
250
180
0.05
2.9
ap475
1
FLT8*130
250
187
0.05
1.5
ap476
1
FLT8*75
250
170
0.03
0.8
ap477
6
FLT8*75
250
180
0.03
5.1
ap478
3
FLT8*75
250
187
0.03
2.6
ap480
4
FLT8*75
250
179
0.03
3.4
TOTAL
24.56
952.7
K - K
J-J
H-H
SECTION
1 Ass. Req'd.
1TR5
11879 (BT205*27 x 9643)
FIRST HOLE
115 OFF FACE
11343
11113
11381
10443
9543
9598
11796 11796
9498
8638
12025
9828
9267
9187
2179
878
462
SET
FIRST HOLE
114 OFF FACE
1413
SET
ap
40
0
9704
806
10360
11
44
ap480
1775
561
100
98
3
51
SE
T
ap394
C
862
80
18
9828
9846
9828
8950
2563
D
860
ap260
860
7778
70
4 x Ø22 8.8TB
ap382
ap383
J
ap169
11220
@100C/C'S
2538
6648
6568
65
35
12025
63
51
39
1676
35
7
19
68
4 x Ø22 8.8TB
H
ap224
860
6918
6059
2198
6387
0
7333
3233
3153
2563
2437
3824
4896
4816
0
487
407
80
2412
1258
9828
2404
259
0
2404
ap168
ap368
2495
2566
999
27
16
5200
4340
3335
80
407
0
80
80
2666
259
3480
2620
1760
899
K
54
19
31
860
861
899
860
860
@100C/C'S
ap412
860
J
ap405
G
860
859
860
FIRST HOLE
115 OFF FACE
F
E
E
E
E
E
E
4 x Ø22 8.8TB
4
7
70
4
70
42
4 x Ø22 8.8TB
ap262
ap222
@100C/C'S
4 x Ø22 8.8TB
150 150
ap41
ap17
ap477
ap223
@100C/C'S
ap264
4 x Ø22 8.8TB
ap259
E
FIRST HOLES
115 OFF FACE
70
FIRST HOLE
115 OFF FACE
70
ap117
6
ap263
E
ap474
ap258
E
K
40
p
a
F
E
65
E
ap477
ap475
37
E
4
FIRST HOLES
122 OFF FACE
7
40
p
a
H
ap3
76
G
31
9
55
40
FIRST HOLE
122 OFF FACE
43
39
ap
10
E
40
E
FIRST HOLE
122 OFF FACE
ap478
T
SE
39
ap478
ap
64
FIRST HOLE
114 OFF FACE
ap113
ap37
415
489
ap480
ap380
0
18
A
9
88
311
R
VE 06
O
T ap4
E
S
6
98
C
28
B
-
453
ap380
D
5
FIRST HOLE
105 OFF FACE
DETAIL
12
ap46
1
269
265
ap477
FIRST HOLES
115 OFF FACE
80
88
1
40
ap
179
1409
28
ap476
106
12
ap89
2082
217
1
70
25
101
TYP
25
21
101
TYP
FIRST HOLE
115 OFF FACE
70
200
61
B
3
85
8643
31
ap474
ap477
2374
900
100
2491
900
164
11x ap14 (N/S)
900
7530
27
10
CUT
A
7743
6843
2334
900
69
2493
900
2138
9643
24
900
7561
80
900
7224
2708
5943
5043
4810
4890
900
22
2235
16
5011 5039
98
900
2494 2519
98 161
2102
0
2000
259
0
102
900
4143
900
3243
2343
900
102
0
543
1443
9643
543
83
0
9726
1
TRUSS (S)
REQUIRED MK 1TR5
GENERAL NOTES
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
Tekla structures
2154
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
ERECTION PLAN REFERENCE:
TH0-MP-10
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
4
1
SET DIMENSION REVISED
19.05.11
3
0
ISSUED FOR FABRICATION
15.04.11
2
B
RE-ISSUED FOR APPROVAL
06.04.11
1
No
A
REV.
ISSUED FOR APPROVAL
DESCRIPTION
08.03.11
DATE
415 Johnston St, Abbotsford. 3067.
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENSION PROJECT
THOMASTOWN STATION
STATION BUILDING
STEELWORK
DRAWN:
DATE:
DN
19.05.11
CHECKED:
XTD
SCALE:
1:7.5
DRAWING No.
THO- 1TR5
REV.
1
MATERIAL LIST FOR ONE ASSEMBLY MK'D
GRID LOCATION
1C1
J/6
ITEM
No.
SECTION
1 Ass. Req'd.
1C1
GRADE
LENGTH
AREA(m2 )
WEIGHT(kg)
am1
1
UB310*40
300PLUS
2608
3.23
106.6
am9
1
UB310*40
300PLUS
2595
3.22
106.1
am26
1
UB310*40
300PLUS
2595
3.22
106.1
am27
1
UB310*40
300PLUS
2608
3.23
106.6
am43
1
UC250*73
300PLUS
4171
6.17
305.2
ap1
1
PLT40*520
350Z
600
0.71
98.0
ap5
1
PLT12*127
250
254
0.07
3.0
ap9
2
FLT12*40
250
167
0.02
1.1
ap11
4
PLT32*165
250
304
0.13
50.4
ap14
2
PLT25*280
250
624
0.37
64.5
ap15
2
FLT12*75
250
186
0.03
2.6
ap16
1
PLT25*260
350Z
290
0.18
14.8
ap17
1
PLT25*106
250
290
0.08
6.0
ap19
2
FLT12*75
250
363
0.06
5.1
ap22
1
FLT10*130
250
180
0.05
1.8
ap24
2
PLT25*280
250
625
0.37
64.8
ap26
2
FLT12*100
250
274
0.06
5.2
ap29
4
PLT12*60
250
170
0.03
3.8
ap36
1
FLT10*100
250
313
0.07
2.5
ap38
4
FLT10*75
250
304
0.05
7.2
ap50
1
FLT10*90
250
160
0.03
1.1
ap56
1
PLT10*70
250
282
0.05
1.5
ap57
4
PLT10*218
250
228
0.08
11.1
ap65
2
PLT8*128
250
194
0.04
2.1
ap69
2
FLT8*130
250
142
0.03
1.8
ap72
2
FLT8*130
250
163
0.04
2.4
ap73
6
FLT8*130
250
119
0.03
5.1
ap75
4
FLT8*130
250
169
0.04
5.0
ap79
1
PLT8*125
250
243
0.06
1.8
ap87
2
FLT8*200
250
134
0.05
2.8
ap88
4
FLT8*130
250
165
0.04
4.9
ap93
2
FLT8*75
250
187
0.03
1.7
ap96
2
FLT8*130
250
422
0.11
6.1
ap100
2
FLT8*154
250
279
0.08
4.8
ap108
2
EA50*50*3
300PLUS
2539
0.51
11.8
ap112
2
FLT6*50
250
39
0.00
0.2
ap113
2
FLT6*50
250
80
0.01
0.4
ap114
2
FLT6*50
250
121
0.01
0.6
ap115
2
FLT6*50
250
162
0.02
0.8
ap126
8
FLT10*300
250
79
0.05
14.9
ap158
4
FLT10*75
250
313
0.05
7.4
ap159
16
PLT3*25
250
25
0.00
0.2
ap163
4
FLT8*130
250
159
0.04
4.0
ap165
1
PLT25*106
350Z
290
0.08
6.0
TOTAL
22.89
1160.2
ISOMETRIC VIEW
1
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
BEAM (S)
REQUIRED MK 1C1
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
AM
CHECKED:
XTD
DATE:
27.06.11
SCALE:
1:15
DRAWING No.
SMG- 1C1 -1
REV.
0
107
107
315
21
21
107
101
66 66
290
1
DETAIL
-
ap1
ap
14
24
ap
ap159
FLGS
5
0
0
250
3
10
10
20
107
75
56
10 3
75
ap17
107
3
0
250
20
FLGS
76
10
ap29
0
ap22
ap159
ap165
ap9
ap16
FLGS
FLGS
ap29
ap5
0
0
ap
24
14
ap
115
66 66
289
63
21
21
107
501
107
121
DETAIL 2
3671
40
314
DETAIL 1
TOP VIEW
D
26
am
am
1
C
955
697
0
956
697
954
1652
3562
1871
TOP FLG SET
292
SLOT
FL
E
CH
G
100
2608
1561
TOP FLG SET
1887
TOP FLG SET
1550
TOP FLG SET
CH
EC
K
P
30
24 T O
M
DI
24
D I 50
M
TO
P
CK
FL
B
G
A
ap1
ap159 (B/S)
75
SLOT
2
28
-
SLOT
75
DETAIL
28
A
D
0
ap159 (B/S)
A
ap29
FL
CH
EC
K
24
D I 30
M
TO
P
P
50
24 T O
M
DI
CK
FL
E
CH
C
G
ap29
1887
TOP FLG SET
1871
TOP FLG SET
G
75
0
1561
TOP FLG SET
75
1550
TOP FLG SET
ap9
0
ap5
ap9
am
9
27
am
0
NOTE: FOR DETAILED SECTIONS A & B REFER TO DRAWING 1C1-3
B
0
SECTION A
FOR DETAILED SECTIONS C & DREFER TO DRAWING 1C1-4
A
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
AM
CHECKED:
XTD
DATE:
27.06.11
SCALE:
1:7.5
DRAWING No.
SMG- 1C1 -2
REV.
0
21
33
13
83
2595
2343
2215
177
SET
45
113
SET
45
12
48
SET
2501
2595
2595
1761
2373
1795
51
10
111
45
ap15
165
117
ap158
2595
94
2501
166
2335
119
2215
512
1703
466
32
55
7
ap72
130
ap163
10
138
ap26
ap15
ap126 (B/S)
ap158
2 x Ø18 PB1230
2 x Ø18 PB1230
ap126
ap126
ap16
ap11
E-E
D-D
C-C
B-B
37
137
ap88
ap112
171
2 x Ø18 PB1230
152
175
ap163
ap108
14
ap114
ap69
2 x Ø18 PB1230
2 x Ø18 4.6S
ap57
ap113
138
2 x Ø18 PB1230
11
SET
5
ap115
173
171
ap38
153
44
93
ap108
ap65
10
132
10
SET
93
22
SET
77 6
155
SET
13
H
G
ap108
8
2 x Ø18 PB1230
2 x Ø18 PB1230
132
159
ap38
149
127
ap75
10
175
152
116
42
8
7
ap126 (B/S)
2 x Ø18 PB1230
14
F
553
32
ap158
2 x Ø18 PB1230
93
1477
313
SET
2 x Ø18 PB1230
ap24
ap79
58
111
45
ap108
ap96
2 x Ø18 PB1230
ap11
2595
116
SET
ap93
0
ap88
1238
256
7
118
ap100
2 x Ø18 PB1230
ap112
B-B
130
2 x Ø18 PB1230
211
ap19
163
117
14
32
21
114
ap26
0
8
1122
313
SET
33
ap69
ap57
ap163
A-A
29
1275
ap87
E
314
2608
H
G
ap113
16
58
0
77
578
0
81
0
2608
1016
177
SET
SET
159
138
132
ap158
176
111
171
10
17
2294
1124
ap57
ap88
8
D
2217
77
1201
553
571
252
0
130
153
132
ap38
136
132
159
132
142
132
ap38
143
132
127
319
520
0
C
B
A
252
17
ap75
ap163
ap72
17
17
279
am9
28
17
222
CE
ap14
ap11
17
94
ap108
am27
ap73
COL
FA
F
ap65
0
ap75
2430
DIST
ANC
E OF
E
569
0
ap73
996
699
298
ap114
ap24
740
130
ap115
0
SET
171
D
502
176
78
ap26
63
138
C
197
0
334
SET
1093
ap11
2535
ap100
8
12
83
371
60
4 x Ø26 8.8TB
13
284
ONT
AL
ap112
ap69
ap163
111
SET
1107
0
2608
CE
645
TICA
L
L FA
ap57
ap15
ap158
SET
VER
F CO
124
SET
ap88
ap113
101
SET
124
ap93
ap73
1245
113
SET
113
SET
10
45
83
13
45
93
ap87
371
2608
2450
ISTA
NCE
O
700
ap79
1122
569
0
118
12
ap158
124
CUT
2217
IZON
TAL
D
B
VER
ap114
252
SET
ap19
ap163
SET
630
TICA
L
A
ap57
ap88
am9
128
79
HOR
IZ
1181
1181
124
SET
SET
ap75
390
1124
357
SET
1093
HOR
0
114
SET
51
553
571
214
0
357
SET
ap11
2274
SET
90
SET
309
2608
2462
2294
10
ap96
51
51
SET
970
ap14
4 x Ø26 8.8TB
ap73
43
SET
ap115
SET
ap73
123
79
101
SET
SET
SET
ap73
553
79
73
73
130
SET
10
am27
ap100
260
ap65
132
SET
ap38
LL
SET
ap93
8
FA 10
LL
92
SET
ap72
309
SET
L
145
36 L
L
FA
ap24
FA
L
168
ap38
73
33
13
12
29
197
SET
ap79
ap75
137
SET
9
FA
96
SET
927
197
14
FA
LL
166
1367
949
138
SET
123
CUT
1201
252
0
252
F-F
45
4 x Ø26 8.8TB
45
H-H
G-G
A-A
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
DATE:
AM
27.06.11
CHECKED:
XTD
SCALE:
1:7.5
DRAWING No.
SMG- 1C1 -3
REV.
0
12
13
33
73
73
73
29
73
10
10
2608
2221
1407
1241
132
SET
118
2608
2251
1483
390
2037
2608
0
2171
ap93
H
78
G
ap11
ap24
0
ap50
0
9
146
ap36
132
132
143
142
ap38
132
132
159
ap38
153
132
10
130
171
176
136
132
136
am1
ap158
163
117
ap19
436
0
159
152
ap158
175
744
ap100
am26
211
117
138
165
45
171
314
145
ap14
10
1093
ap96
ap108
93
51
111
130
334
F
ap114
ap115
0
45
ap65
0
357
700
111
ap113
ap57
45
2595
2398
1896
1320
800
222
0
1599
E
ap57
ap87
197
214
630
T
L SE
TICA
ap15
ap112
502
D
C
ap69
298
553
43
FACE
L
O
2450
FC
CE O
N
A
DIST
L
A
T
IZON
HOR
60
279
51
645
ap26
520
51
1093
ACE
F
0
L
3
O
C
24
E OF
C
N
ISTA
T
L SE
B
A
90
SET
ap93
ap73
LL
A
F
10
VER
578
ap36
ap73
51
390
TICA
VER
222
82
SET
12
3
SE 6
T
371
2535
ap38
ap100
ap73
114
SET
176
AL D
ap96
ap11
2595
T
IZON
R
O
H
13
113
SET
10
93
1107
FA
123
CUT
ap50
am1
124
CUT
SET
51
ap75
8
LL
386
4 x Ø26 8.8TB
ap65
ap163
1118
834
ap158
124
284
94
740
am26
2224
94
ap87
101
SET
SET
SET
ap38
0
124
63
ap114
SET
ap163
ap69
SET
SET
ap158
ap26
0
83
12
10
48
SET
4 x Ø26 8.8TB
ap14
815
96
SET
ap72
ap115
ap19
93
45
12
45
113
SET
ap113
113
SET
ap15
ap11
177
SET
ap88
ap75
166
137
SET
ap88
927
92
SET
10
LL
FA
ap57
ap112
168
10
SET
SET
0
101
SET
145
1427
79
79
309
130
SET
ap57
260
2595
1473
124
SET
79
SET
553
334
124
SET
123
2286
970
2026
128
1350
380
252
0
252
ap11
G
2595
1016
32
SET
44
33
32
ap108
ap65
118
2 x Ø18 PB1230
2 x Ø18 PB1230
155
SET
ap11
ap126
45
A-A
9
2 x Ø18 PB1230
155
159
2 x Ø18 PB1230
ap24
13
ap36
132
10
132
13
ap50
ap126
ap163
45
2 x Ø18 PB1230
ap38
ap115
138
10
ap126
ap93
2 x Ø18 PB1230
ap158
171
ap114
138
130
ap126
2 x Ø18 PB1230
2 x Ø22 8.8TB
ap14
ap26
33
130
ap100
ap96
8
ap158
176
171
ap15
2 x Ø18 PB1230
ap113
175
5
152
111
2 x Ø18 PB1230
114
7
ap108
116
SET
2 x Ø18 4.6S
137
93
ap57
77 6
ap69
29
7
ap108
ap108
386
21
153
22
SET
45
21
55
37 14
ap112
185
D-D
SET
7
553
2608
C-C
11
SET
77
2608
77
2221
314
313
40
H
2037
256
0
17
1483
553
ap56
ap73
17
17
17
F
E
116
1357
32
17
8
5 5
1407
466
892
512
380
260
119
ap126 (B/S)
58
16
D
C
166
94
0
94
14
ap73
ap75
390
B
A
8
0
58
81
ap73
ap72
0
2595
14
2282
8
ap163
ap75
2026
42
ap163
8
1473
0
ap88
314
0
ap88
4 x Ø26 8.8TB
ap14
12
B-B
ap163
ap126 (B/S)
2 x Ø18 PB1230
13
ap72
C-C
10
83
ap56
10
E-E
D-D
ap75
F-F
83
G-G
H-H
GENERAL NOTES
Tekla structures
1. WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.
2. ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)
UNLESS NOTED.
3. ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.
4. NO PAINT IN WAY OF TF BOLT CONNECTIONS.
5. THIRD ANGLE PROJECTION UNLESS NOTED.
6. ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE
INDICATED THUS
N.S
F.S
7. ALL HOLES Ø22 U.N.O.
Xtech Drafting Pty. Ltd.
PAINT : 0
PRECAMBER :
A.B.N. 69 079 793 122
14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004
PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698
JOHN HOLLAND PTY. LTD.
415 Johnston St. Abbotsford. 3067
ERECTION PLAN REFERENCE:
1C1-1 -2 -3 -4
2
0
1
No
A
REV.
ISSUED FOR FABRICATION
27.06.11
ISSUED FOR APPROVAL
DESCRIPTION
02.06.11
DATE
DESIGN ENGINEER:
SOUTH MORANG RAIL EXTENTION
SOUTH MORANG STATION
SOUTH MORANG CANOPY
COLUMN
DRAWN:
DATE:
AM
27.06.11
CHECKED:
XTD
SCALE:
1:7.5
DRAWING No.
SMG- 1C1 -4
REV.
0
