6. A
A
-450 -450
I
I
E
E
F
F
C
C
+5000 +5000
+9000 +9000
B
B
D
D
G
G
H
H
+0 +0
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:250
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
-450
-450
H
H
D
D
+5000 +5000
G
G
+9000 +9000
+0 +0
I
I
F
F
E
E
C
C
B
B
A
A
MÆT §øNG TRôC 10
Scale ( 1:250 )
KH3
SC10
7500
SB1
SB2
SC19 KH1
SB2
8450
7500
SC12
SC15
7500
7500
SC14
SB1
SB2
KH1
7500
SB2
60000
7500
KH3
SC18
7500
KH3
7500
SC13
450
6000
7500
60000
7500 7500
2000
7500
7500
7500
7500
KH3
7500
SC11
SC16
SB1 SB2 SB2 SB2 SB2 SB1
SB2
KH3
KH3
SB1 SB2 SB2
SB2
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:250
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
MÆT §øNG TRôC 12
Scale ( 1:250 )
SB1
SC20
SC17
SB2
SB2
SC17
9450
SB2
9450
SB2
7500
SB4
7500
7500
7500 7500
4000
7500
SC17
7500
SB2
SB2
4000
SC17
SB2
450
450
SB2
SC17
SC17
SB2
5000
SB2
SB2
7500
7500
SB2
60000
SB1
SC17
SC21
SB4
7500
60000
5000
7500 7500 7500 7500 7500
7500
7. 4
4
6
6
+0
10
10
9
9
1
1
3
3
+5000
-450
2
2
-450
+8000
7
7
+6000
+9000
12
12
10
10
5
5
8
8
11
11
+0
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:350
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
-450
+9000
1
1
+5000
9
9
11
11
12
12
10
10
10
10
-450
+0
2
2
3
3
4
4
5
5
6
6
7
7
8
8
+0
+6000
+8000
MÆT §øNG TRôC A
Scale ( 1:350 )
SC1
SC5
BR29
BR7
9450
BR27
2000
SC5
BR7
9000 7500
4000
9000
8450
SC20
SC1
9000
9000
15000
15000
81000
9000
MB3
9000 7500
9000 7500
9000
SC4
9000
9000
81000
9000
9000
9000
BR7
9000
6000
450
9000
9000
9000
9000 7500
5000
450
SH1
SC7
SC4
SC4
SC22
SC19
BR12
MB7
MB2
MB11
BR28 BR27
BR27 BR27
BR27 BR27 BR27
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:350
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
MÆT §øNG TRôC I
Scale ( 1:350 )
SC23
9000
15000
450
SC18
9000 7500
6000
7500
9000
BR30
BR7
15000
9000
7500
9000
BR27
450
9000
SC8
BR27
9000
9000
MB4
SC2
8450
BR27 MB5
BR27 BR27
9450
9000
9000
9000
9000 7500
81000
81000
9000 9000 9000 9000 9000 9000
4000
5000
2000
SH2
SC3
SC6
SC2
SC3
SC6
SC3
MB10 MB8
SC21
BR26 BR27
BR27
BR7
BR12
BR7
8. C
C
-450 -450
F
F
+8000 +8000
A
A
I
I
G
G
+6000 +6000
E
E
B
B
D
D
H
H
+0 +0
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:250
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
+6000 +6000
D
D
A
A
I
I
+8000 +8000
+0 +0
C
C
-450 -450
H
H
G
G
F
F
E
E
B
B
MÆT §øNG TRôC 2
Scale ( 1:250 )
RF6
2000
7500
60000
RF14
7500
8450
MO1
RF14
SC9
8450
RF5
6000
7500
6000
60000
7500 7500
7500
7500
7500
7500
7500
450
7500
7500
7500
7500
7500
7500
2000
450
RF1
RF11 RF10
RF2
SC
4
SC
3
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:250
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
MÆT §øNG TRôC 1
Scale ( 1:250 )
7500
450
7500
SH4
SH5
SH4
KH8
SH3
KH6
60000
8450
2000
BR11
60000
BR11
SH6
7500
6000
7500
SH1
6000
8450
450
7500
KH4
7500 7500 7500 7500 7500 7500
2000
7500 7500 7500 7500 7500
SH2
SH3
SH5
KH7
KH8
KH5
9. 4
4
6
6
+5000
2
2
10
10
12
12
5
5
7
7
10
10
11
11
-450
+0
+9000
8
8
1
1
3
3
9
9
-450
+0
+6000
+8000
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:350
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
+6000
6
6
9
9
7
7
+0
+5000
-450
10
10
12
12
+8000
+9000
11
11
10
10
+0
-450
8
8
5
5
4
4
3
3
2
2
1
1
9000
9000 7500
81000
7500
2000
4000
8450
15000
9000
81000
9000 9000
450
9450
9000
9000 9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
7500
5000
450
15000
7500
6000
MÆT §øNG TRôC I
Scale ( 1:350 )
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:350
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
9000 9000
15000
9000
6000
9000
9000
81000
9000
81000
9000 7500
9000
15000
9000
9000
450
9000
9000
8450
9000
9000 9000 9000
450
2000
9000
9000
8450
7500 7500
7500
6000
MÆT §øNG TRôC A
Scale ( 1:350 )
2000
10. E
E
G
G
D
D
-450 -450
+5000 +5000
A
A
B
B
C
C
F
F
H
H
I
I
+0 +0
+9000 +9000
+6000 +6000
H
H
+8000 +8000
+0 +0
B
B
G
G
F
F
A
A
I
I
-450 -450
E
E
D
D
C
C
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:250
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
7500
450
7500 7500 P100x3
450
9450
7500
7500
7500
7500
7500
7500
7500
4000
5000
7500
7500
7500
7500
7500
7500
4000
5000
60000
60000
9450
MÆT §øNG TRôC 12
Scale ( 1:250 )
MAIN CONTRACTOR :
MODEL
DESIGN
APPROVED
DRAWING NUMBER
PROJECT
SCALE
DATE
PROJECT
TITLE :
MODELLED
PRECASTER :
PROJECT :
REV.
DESCRIPTION
ARCHITECT :
CONSULTANT :
PROJECT TITLE :
REV. DATE BY
OWNER :
nha xuong 60x12
NAME
BY
ISSUE
NUMBER
BY
ENGINEER
ENGINEER
TS1000
1:250
Tekla Structures Project Name
DATE BY DESCRIPTION
REV.
MÆT §øNG TRôC 1
Scale ( 1:250 )
6000
7500
8450
60000
7500
7500
7500
7500
60000
450
7500 7500
7500
7500
2000
6000 7500
7500
7500
7500
7500
7500
7500
2000
450
8450
P100x3
11. E
E
1300 1300
PL30
20
D
D
A
A
381
1300
1250
49
5600
970
4684
PL30
PL30
S3
S1
RF3-H850-550X250X8X10
80
PL5
125
65
60
40
250
80
589
60
D - D (1:20)
PL22X250X970
50 110
BOLT-M20X75
100
110 80
100
970
80
110
110
110
110
75
75
250
A - A ( 1:20 )
E - E (1:10)
110
BOLT-M20X75
75
50 110
110
250
75
210 110 50
750
100
PL20X250X750
REVISION DATE
REVISION DESCRIPTION
REV MARK
REV No
0
1:10
[RF.3]
Trimble
TS1000
standard
Tekla Structures Pro
1:20
MODELLED BY
CONTRACT NO SCALE
A3
CONTRACT
DRAWING No
DRAWING TITLE
REVISION No.
ISSUED
Jurong East, SINGAPORE
Trimble Solutions SEA Pte
22.0
6.5
RF3 7
mm F.W UNLESS NOTED
ALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material Length
No. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
6.3
S9 PLT8x121 SS400 2 828 0.2
1.6
PL30 PL8x130 SS400 5 200 0.1
0.7
PL5 PLT6x121 SS400 4 121 0.0
0.5
S7 PLT6x100 SS400 15 150 0.0
0.3
S1 PLT6x100 SS400 7 100 0.0
0.3
S3 PLT6x98.7 SS400 1 100 0.0
0.0
D2 PLT10x250 Q345 1 775 0.4
0.0
F39 PLT10x250 Q345 1 5580 2.9
0.0
F40 PLT10x250 Q345 1 4674 2.4
0.0
PL17 PLT20x250 Q345 1 750 0.4
0.0
S11 PLT22x250 Q345 1 970 0.5
0.0
W23 PLT8x830 Q345 1 5522 7.8
15.8 32.7
Total
QUANTITY
PHASE
1 7
7 NOS WEB REQUIRED AS DRAWN MARKED RF3
12. 879 1300
D
D
A
A
C
C
2167
E
E
281
S6
S1
20
1300
1300
1300
1300
1300
20
9000
152
B
B
PL30
PL30
PL30
S4
KÌO RF7-H550-800X250X8X10
750
50 110
110 50
110 110
210
75
100
75
BOLT-M20X75
250
PL20X250X750
A - A (1:10)
BOLT-M20X75
100
110 50
110
110
110
950
190
110
110
50
75
75
250
PL20X250X750
E - E (1:10)
PL5
PL30
BOLT-M12X40
BOLT-M12X40
606
60
68
D - D (1:15)
B - B (1:15)
490
BOLT-M12X40
PL5
68
PL30
BOLT-M12X40
60
BOLT-M12X40
PL5
PL30
548
BOLT-M12X40
60
68
C - C (1:15)
REVISION DATE
REVISION DESCRIPTION
REV MARK
REV No
0
1:10
[RF.7]
Trimble
TS1000
standard
Tekla Structures Pro
1:15
MODELLED BY
CONTRACT NO SCALE
A3
CONTRACT
DRAWING No
DRAWING TITLE
REVISION No.
ISSUED
Jurong East, SINGAPORE
Trimble Solutions SEA Pte
2 NOS WEB REQUIRED AS DRAWN MARKED RF7
22.0
6.5
RF7 2
mm F.W UNLESS NOTED
ALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material Length
No. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
1.6
PL30 PL8x130 SS400 7 200 0.1
0.7
PL5 PLT6x121 SS400 8 121 0.0
0.3
S1 PLT6x100 SS400 18 100 0.0
0.3
S4 PLT6x99.6 SS400 1 100 0.0
0.3
S6 PLT6x100 SS400 1 102 0.0
0.0
F41 PLT10x250 Q345 1 8960 4.7
0.0
F42 PLT10x250 Q345 1 8962 4.7
0.0
PL12 PLT20x250 Q345 1 950 0.5
0.0
PL17 PLT20x250 Q345 1 750 0.4
0.0
W22 PLT8x730 Q345 1 8960 11.4
22.7 23.1
Total
QUANTITY
PHASE
1 2
13. G
G
D
D
F
F
20
I
I
H
H
181
1300
1300
1300
1300
1300
1300
979
20
9000
KÌO RF13-H800-550X250X8X10
PL30
60
561
68
D - D ( 1:15 )
PL5
110
BOLT-M12X40
110 50
250
110
110
210
50
750
75
100
75
PL20X250X750
F (1:10)
REVISION DATE
REVISION DESCRIPTION
REV MARK
REV No
0
1:10
[RF.13]
Trimble
TS1000
standard
Tekla Structures Pro
1:15
MODELLED BY
CONTRACT NO SCALE
A3
CONTRACT
DRAWING No
DRAWING TITLE
REVISION No.
ISSUED
Jurong East, SINGAPORE
Trimble Solutions SEA Pte
22.0
6.5
RF13 10
mm F.W UNLESS NOTED
ALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material Length
No. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
354.5
W29 PLT8x730 Q345 1 8960 11.4
175.9
F42 PLT10x250 Q345 1 8962 4.7
175.8
F41 PLT10x250 Q345 1 8960 4.7
37.3
PL12 PLT20x250 Q345 1 950 0.5
29.4
PL17 PLT20x250 Q345 1 750 0.4
1.6
PL30 PL8x130 SS400 7 200 0.1
0.7
PL5 PLT6x121 SS400 6 121 0.0
0.3
S1 PLT6x100 SS400 18 100 0.0
0.3
S4 PLT6x99.6 SS400 1 100 0.0
0.3
S6 PLT6x100 SS400 1 102 0.0
22.6 794.7
Total
10 NOS WEB REQUIRED AS DRAWN MARKED RF13
QUANTITY
PHASE
1 10
75
G - G ( 1:10 )
50 50
110
250
110
110 110
110
BOLT-M12X40
190
110
950
75
100
PL20X250X950
H - H ( 1:15 )
503
60
68
PL5
PL30
619
PL30
68
60
I - I ( 1:15 )
14. F38
173
A
A
C
C
22
257
4405
316
20
5194
B
B
D
D
CéT SC5-H350-850X250X8X10
65
120
105
65
PL20X250X390
250
180
105
390
BOLT NEO M24X650
A - A (1:10)
QUANTITY
PHASE
1 2 0
1:10
[SC.5]
Trimble
TS1000
standard
Tekla Structures Pro
1:20
MODELLED BY
CONTRACT NO SCALE
A3
CONTRACT
DRAWING No
DRAWING TITLE
REVISION No.
ISSUED
Jurong East, SINGAPORE
Trimble Solutions SEA Pte
2 NOS WEB REQUIRED AS DRAWN MARKED SC5
22.0
6.5
SC5 2
mm F.W UNLESS NOTED
ALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material Length
No. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
187.7
W27 PLT8x830 Q345 1 5152 6.1
101.6
F38 PLT10x250 Q345 1 5175 2.7
101.1
F37 PLT10x250 Q345 1 5152 2.7
41.9
S11 PLT22x250 Q345 1 970 0.5
15.3
PL13 PLT20x250 Q345 1 390 0.2
2.1
PL26 PLT10x150 SS400 2 180 0.1
1.9
p2 PL10x176 SS400 1 200 0.1
1.9
p3 PL10x176 SS400 1 200 0.1
0.8
S13 PLT10x100 SS400 2 150 0.0
0.5
S7 PLT6x100 SS400 15 150 0.0
12.8 463.9
Total
REVISION DATE
REVISION DESCRIPTION
REV MARK
REV No
110
PL22X250X970
970
250
110
B - B (1:10)
110 80
100
80
110
110
110
50
75
100
BOLT-M20X75
75
63
145
54
PL10x176
C - C ( 1:10 )
145
PLT10x150
70 88
PLT10x150
54
48
70
70
80
D - D ( 1:10 )