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BP-DS-30-007-A4 DATA SHEET FOR DIESEL TANK ..

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DOCUMENT NO.
REV. 0
BP-DS-30-007-A4
05 NOVEMBER 2020
PAGE 3 OF 4
Applicable to
:
Proposal
Purchase
As Built
Quantity
: 2
set
Design Code
: ASME VIII Div.1
: SMG-T-155 & BYL-T-255
Tag Number
1
DESIGN DATA
Diesel Fuel
Blast Pressure
barg
2 Service Fluid
g
3
Horiz. Accelerations
Transportation Load
3,87
g
4 Viscosity
cP
Vert. Accelerations
0.86
Corrosive Service
No
5 Specific Gravity
Yes
Cyclic Service
No
6
Yes
Other Special Service
7
Code Stamp
No
8
Yes
9 Operating Pressure
Atm
MIGAS Certificate
No
Yes
30
Dsg Press.
10 Operating Temperature
°C MAWP Basis
Calculated
3,5
No
As Per Code
11 Design Pressure
Barg Impact Test
Yes
60
No
As Per Code
12 Design Temperature
°C PWHT
Yes
2450
13 Diameter (ID)
mm Hydrotest
As Per Code
2450
14 Length (T/T)
mm Painting & Coating
Note 5, 6
(By
Full
Spot Insulation
SG :
15 Radiography
Yes, thick:
3
mm
16 Corrosion Allowance
No
Others)
Fireproofing
SG :
17
Yes, thick:
ANSI/ASCE 7-10
18 Wind Design Code
No
(By Others)
140
km/h
ACCESSORIES
19
Wind Speed
Importance Factor
1,5
Internal Ladder Clips
Internal Ladder
20
Insulation Clips
Top Davit (for Manway)
21
SNI-03-1726-2012
Fireproofing Clips
Cathodic Potection
22 Seismic Design Code
Pipe Support Clips (Internal)
Name Plate
23
Seismic Zone
Earthing Lugs / Boss (Note 7)
External Ladder & Platform
24
Site Coefficient
1,5
Lifting Lugs
Bird Screen
25
Importance Factor
Tailing Lugs
26
10
KL
27 Networking Capacity
8
28 Minimum Thicknes
mm
29
MATERIAL SPECIFICATIONS
ASME VIII Div. 1
External Welded Parts
A-283 Gr.C
30 Construction Code
Spiral Wound, I/OR SS304,
A-283 Gr.C
31 Shell & Cover Plate
Gaskets
Name
Plate
/
Bracket
SS-316
/
A-283
Gr.C
32
Flexible Graphite Filler
A-283 Gr.C
Earthing Lug
33 Reinf. Pads
SS-316
Pipe
A-106
Gr.B
External
Bolting
34
A-193-B7 / A-194-2H
Nozzle/Manhole Necks
Plate
A-283 Gr.C
Internal Bolting
35
A-105
Non-Removable Internals
A-106 Gr.B
36 Forgings
A 234 WPB
Bird Screen
37 Fittings
SS-316
A-283 Gr.C
38 Saddle Supports
39
WEIGHT (Note 3)
SHEAR & MOMENT AT BASE (OPERATING)
*
ton
Shear (ton)
Moment (ton-m)
40 Erection Weight
*
ton
Wind
*
*
41 Operating Weight
*
ton
Earthquake
*
*
42 Field Hydrotest Weight
43
CONNECTION SCHEDULE (Note 1, 2)
Mark
SCH
Description
Remark
44
Qty Size (inch) Rating / Type
N1
4
Fluid Inlet
w/ Spreader Pipe
45
1
150# WN RF
80
N2
2
160
Fluid Outlet
w/ Vortex Breaker
46
1
150# WN RF
N3
2
160
LG
47
1
150# WN RF
N4
2
160
LG
48
1
150# WN RF
N5
6
80
GH
w/ Slot Dipping Device
49
1
150# WN RF
N6
8
40
Free Vent
w/ Bird Screen + FA
50
1
150# WN RF
N7
2
160
Drain
51
1
150# WN RF
MH
16
STD
Manway
w/ Cover, Gasket, Bolt and Nut, Davit
52
1
150# WN RF
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
REVISION
DATE
DOCUMENT NO.
REV. 0
BP-DS-30-007-A4
DATE
66
67
68
69
70
PAGE 4 OF 4
SKETCH
Bird Screen
N1
M1
N5
N6
2:1 Ellipsoidal Head
N4
N2
N7
2450 mm T/T
NOTES
Nozzles orientation & projection, saddle supports height shall be follow piping layout
All nozzle flanges shall be as per ASME B 16.5.
Vendor to calculate overall weight of the tank with all of tank internals.
Vendor to calculate and specify final thickness, nozzle reinforcement, stiffener details, lifting lugs, etc.
Painting shall refer to :
External Coating
:
1st : Inorganic Zinc Rich (DFT = Min. 70 m )
2nd : Polyamide Epoxy (DFT = Min. 90 m )
3rd : Polyurethane (DFT = Min. 90 m )
Internal Coating
:
Epoxy Resin (DFT = Min. 150 m )
6. Earthing Lugs shall be provided diagonally at each of saddles
7. All nozzles & saddles shall be perpendicular to normal horizontal line
1.
2.
3.
4.
5.
ID : 2450 mm
N3
Note 1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
05 NOVEMBER 2020
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