crue oil 7500bbl api 650 datasheet

KDDBAPI Std 650 Storage Tank

Data Sheet PAGE 1* For boxes marked with *, if blank, Mfr. Shall determine and submit as per Appendix L. For all lines, see Appendix L for line-by-line instructions.

Measurement Units to be used in API Std 650: SI US Customary

1. Manufacturer* Contract No.*

Address*

Mfg. Serial No.* Year Built* 12th Edition-Latest

2. Purchaser Contract No.

Address

Tank Designation

3. Owner/Operator Location Kuwait

4. Size Limitations* Tank Diameter* 15m Shell Height*

Capacity: Maximum* Net Working* Criteria*

5. Products Stored:

Liquid Crude Oil Max. S.G.: 1.02 at 15.56 C

Blanketing Gas Vapor Pressure 13 PSIA at Max. Operating Temp.

% Aromatic Suppl. Spec. Yes No Suppl. Spec.

Other Special Service Conditions? Yes No Suppl. Spec.

DESIGN AND TESTING Purchaser to Review Design Prior to Ordering Material? Yes No

6. Applicable API Standard 650 Appendices:* A B C F G H I J L M O P S U V

7. Max. Design. Temp. Design Metal Temp.* Design Liquid Level* 8.4 m

Design Pressure 6.89 kPa External Pressure -3.44 kPa Maximum Fill Rate Maximum Emptying Rate

Floatation Considerations? Yes No Flot. Suppl. Spec:* Applied Supplemental Load Spec.

8. Seismic Design? Yes No Appendix E Alternate Seismic Criteria Seismic Use Group

MBE Site Class D Vertical Seismic Design? Yes No

Basis of Lateral Acceleration (Select one): Mapped Seismic Parameters? ; Site-Specific Procedures: MCE

Design Required? Yes No ; Other (Non-ASCE) Methods Sp = 0.075

Freeboard Required for SUG I Design Roof Tie Rods @ Outer Ring?* Yes No

9. Wind Velocity for non-U.S. sites, 50-yr. wind speed (3-sec. Gust)* 162 km/Hr

Top Wind Girder Style* Detail - 'I' Dimensions* Use Top Wind Girder as Walkway? Yes

Intermediate Wind Girders?* Yes No Intermediate Wind Girder Style* Dimensions*

Check Buckling in Corroded Cond.? Yes No

10. Shell Design: 1-Ft Mthd?* Yes No ; Variable-Des-Pt Mthd?* Yes No Alternate ; Elastic Anal. Mthd?* Yes No

Plate Stacking Criteria* Centerline-Stacked? Yes No Flush-Stacked? Yes No Inside Outside

Plate Widths (Shell course heights) and Thicknesses * Numbers below Indicate Course Number.

1. 2400 x 8 2. 2000 x 8 3. 2000 x 8 4. 2000 x 8 5.

6. 7. 8. 9. 10.

11. 12. 13. 14. 15.

Joint Efficiency* % Shell-to-Bottom Weld Type* Shell-to-Bottom Weld Insp. Mthd*

Approvals: Revisions: Title:

By: Ck'd:

Drawing No.: Sheet

GENERAL Special Documentation Package Requirements:

Edition & Addendum to API 650*

1193 m3

H2S Service?

120 m3/Hr

Vertical Ground Motion Accelerator AV:

Ss S1 S0

OF 7

12th Edition-Latest

Kuwait

8.4m

W

Maximum Emptying Rate 120 m3/Hr

Seismic Use Group 1

Site-Specific Procedures: MCE

No

Alternate

Date:

Sheet of

AMETANKAPI Std 650 Storage Tank

Data Sheet PAGE 2* If box is blank, Manufacturer shall determine and submit as per Appendix L.

11. Open-Top and Fixed Roofs: (See Sheet 6 for Floating Roofs) Open Top?* Yes No

Fixed Roof Type* Cone Roof Support Columns*: Pipe Or Structural Shape

Cone Slope* 1 : 6 Dome or Umbrella Radius* Weld Joints* Lap(Lap, Butt, Other)

Seal Weld Underside of: Lap Joints? Yes No ; Seal Weld Underside of Wind Girder Joints? Yes No

Gas-tight? Yes No Joint Efficiency* %

Thickness* 7 mm In. Snow Load* App. Suppl. Load Spec.* Column Lateral Load

Normal Venting Devices* Emergency Venting Devices*

For Non-Frangible Roofs: Seal Weld Roof Plates to Top Angle on the Inside? Yes No ; Weld Rafters to Roof Plates?

Roof-to-Shell Detail* Detai 'I' of Annex -F - Fig F-2 Radial Projection of Horizontal Component of Top Angle* Inward Outward

12. Bottom: Thickness* 10 Style* Cone - Up Slope* 1 : 35 Weld Joint Type* Lap

Provide Drip Ring? Yes No Alternate Spec.

Annular Ring? Yes No Annular Ring: Minimum Radial Width* 750 (min) Thickness* 10 mm

13. Foundation: Furnished by* Type* Ring Wall

Soil Allow: Bearing Pressure* Per Spec.* Anchors: Size* VTC Qty.*

Foundation Design Loads: Base Shear Force: Wind* Seismic* Overturning Moment: Wind* VTC Seismic*

Ring Forces: Weight of Shell + Roof New* Corroded* Roof Live Load* 1.2 kPa Internal Pressure*

Partial Vacuum* Wind* Seismic*

Bottom Forces: Floor Wt. New* Corroded* Product Wt.* Water Wt.* Internal Pressure*

Partial Vacuum* Other Foundation Loads* Min. Projection of Fdn. Above Grade:

14. Responsibility for Heating Water, if Required: Purchaser Manufacturer

Hydro-Test Fill Height* 8.4 m Settlement Measurements Required? Yes No Extended Duration of Hydro-Test:

Predicted Settlement Profile is Attached

Responsibility for Setting Water Quality: Purchaser Manufacturer Supplemental Test Water Quality Spec.

Test Water Source & Disposal Tie-In Locations Hydro-Test Appendix J Tank?

Post-Pressure-Test Activities Required of the Manufacturer: Broom Clean Potable Water Rinse Dry Interior

Other

15. Inspection by in Shop;

Supplemental NDE Responsibility Supplemental NDE Spec.(Purch., Mfg., Other)

Positive Material Identification? Yes No PMI Requirements:

Max. Plate Thickness for Shearing

Yes No Yes

Leak Test Mthd: Roof* Shell* As per API 650 Shell Noz./Manhole Reinf. Plt*

Bottom* As per API 650 Floating Roof Components*

Modify or Waive API Dimensional Tolerances (see 7.5)? No Yes Specify:

Specify Additional Tolerances, if any, and Circumferential and Vertical Measurement Locations:- Allowable Plumbness: Measure and Record at a Minimum of Locations or Every m (ft) around the Tank, at

the Following Shell Heights: (select one box): Top of Each Shell Course Other:

- Allowable Roundness:** Measure Radius and Record at a Minimum of Locations or Everyaround the Tank, at the Following Shell Heights (select one box):

Top of Tank, H Top of Each Shell Course Other:

**See Data Sheet Instructions for the Maximum Allowable Additional Radial Tolerance.Approvals: Revisions: Title:

By: Ck'd:Drawing No.: Sheet

Must Welds not exceeding 6 mm (1/4 in.) Be Multi-Pass? Must Welds greater than 6 mm (1/4 in.) Be Multi-Pass?

1/3 H, 2/3 H and H

1/3 H, 2/3 H and H

2 OF 7

Lap

Weld Rafters to Roof Plates? Yes No

Outward

Lap

Ring Wall

Qty.* VTC

Seismic* VTC

Internal Pressure* 6.89 kPa

Internal Pressure*

Min. Projection of Fdn. Above Grade:

Extended Duration of Hydro-Test:

Supplemental Test Water Quality Spec.

Yes No

in Field

Yes No

m (ft) around the Tank, at

m (ft)

Date:Sheet of


Data Sheet PAGE 3

16. Coatings:Internal Coatings by: Per Spec.* As Per Spec

(Not Req'd., Others, Tank Mfg.)External Coating by: Per Spec.* As Per Spec

(Not Req'd., Others, Tank Mfg.)Under-Bottom Coating by: Per Spec.* As per Spec

(Not Req'd., Others, Tank Mfg.)

17. Cathodic Protection System? Yes No Per Spec.*

18. Leak Detection System? Yes No Per Spec.*

19. Release Prevention Barrier? Yes No Per Spec.*

20. Tank Measurement System: Required? Yes No Remote Capability Required? Yes No

By:* Per Spec.*

21. Weight of Tank: Full of Water* Empty* Shipping* Brace/Lift Spec.*

22.

23. Remarks:*1. Nozzle Elevation and Orientation to be confirmed after site visit on contract award2. the T


By: Ck'd:

Drawing No.: Sheet

References:* API Std 650, Appendix L

OF 7

Date:

Sheet of


Data Sheet PAGE 4

* If box is blank, Manufacturer shall determine and submit as per Appendix L.

Table 1 MATERIALS OF CONSTRUCTION

Component Material*/Thickness* C.A. Component Material*

A 283 Gr C - 8 mm 1.6 Reinforcing Pads A 283 Gr C

Shell, Course ___ to ___ Manhole/Nozzle Necks A 283 Gr C / A 106 Gr B

Shell, Course ___ to ___ Manhole/Nozzle Flanges A 283 Gr C / A 105

Shell, Course ___ to ___ Flange Covers A 283 Gr C

Shell, Course ___ to ___ Anchor Attachments A 283 Gr C

Roof A 283 Gr C 1.6 Submerged Piping A 106 Gr B

Bottom A 283 Gr C 3.2 Wetted Structurals A 36 / S275 JR

Annular Ring A 283 Gr C 3.2 Non-wetted Structurals A 36 / S275 JR

+ Check here if C.A. is to apply to each exposed surface

Table 2 BOLTS and ANCHORS

Component Head Type* Bolt or Anchor Material* Nut Material* Thread Series*

Flange Bolting HEX A 193 Gr B7 A 194 Gr 2H UN

Structural Bolting HEX A 327 A563 UN

Anchor Bolts HEX A 307 / BS4190 A 563 UN

UN

++ Total C.A., on the nominal diameter.

Table 3 NOZZLE and MANHOLE SCHEDULE* (for Fixed Roof, Shell, and Bottom)

Mark Service

Remaks

Shell Nozzles

N1 Inlet 8" WNRF 150# Note-4

N2 Outlet 8" WNRF 150# Note -5

N3 Level 3" WNRF 150#




N7 Spare 4" WNRF 150# W/ Blind

N8 Drain 3" WNRF 150#

N9 Foam 4" WNRF 150# VTC

N10 1" WNRF 150#

N11 3" WNRF 150#

N12 Heating Coil 3" WNRF 150#

N13 Heating Coil 3" WNRF 150#




M1 Clean Out 24" As per API 650 W/ Cover+Davit


Shell, Course _1__ to _4__

Size, NPS, or Dia. (in.)

Neck Sch or Wall Thick.

Reinf. Plate Dimensions

Full Pen. On Open.

(Y/N)FlangeType

Flange Class or Thick.

Proj. to FF or CL or from Datum

LinesGasket Thick.

and Dimen.

Sample Connection.Recirculatio

n Line

By: Ckd:

Drawing No.: Sheet

4 OF 7

Table 1 MATERIALS OF CONSTRUCTION

Material* C.A.

A 283 Gr C 1.6

A 283 Gr C / A 106 Gr B 1.6

A 283 Gr C / A 105

A 283 Gr C

A 283 Gr C 1.6

A 106 Gr B 1.6

A 36 / S275 JR 1.6 +

A 36 / S275 JR 1.6 +

+ Check here if C.A. is to apply to each exposed surface

Table 2 BOLTS and ANCHORS

Thread Series* C.A.

UN ++

UN ++

UN ++

UN

++ Total C.A., on the nominal diameter.


Remaks

Shell Nozzles

Note-4

Note -5

W/ Blind

VTC

W/ Blind

W/ Blind

W/ Blind

W/ Cover+Davit

Date:

Sheet of


Data Sheet PAGE 5



Mark Service

Remaks

ROOF Nozzles

N17 VENT 2" WNRF 150# GAS

N18 4" WNRF 150# Note -5

N19 24" WNRF 150# W/ Emergency Vent

N20 PVSV 6" WNRF 150#

M2 Manhole 24" As per API 650 W / Cover + Davit

N21 MTG LVL 2" WNRF 150#



Clean Out 24" As per API 650 W/ Cover+Davit


By: Ckd:

Drawing No.: Sheet

Size, NPS, or Dia. (in.)

Neck Sch or Wall Thick.

Reinf. Plate Dimensions

Full Pen. On Open.

(Y/N)FlangeType

Flange Class or Thick.

Proj. to FF or CL or from Datum

LinesGasket Thick.

and Dimen.

BLANKET GAAS

Emergency Vent

OF 7


Remaks

ROOF Nozzles

GAS

Note -5

W/ Emergency Vent

W / Cover + Davit

W/ Blind

W/ Blind

W/ Cover+Davit

Date:

Sheet of


Data Sheet PAGE 6


OTHER TANK APPURTENANCES

24. Platform, Stairway, and Railing: Galvanizing Req'd?* Yes No Stairway Style* Spiral Walk Surf. Type*(Straight or Helical)

Stair and Walkway Clear Width* 1000 mm National Safety Standards*

Architectural/Structural Specification*

Gauger's Platform Req'd? Yes No Qty. Req'd* 1 Per Spec.*

25. Jacket Required?* Yes No Other Heaters/Coolers Required?* Yes No

Supplemental Jacket, Heater, or Cooler Specifications*

26. Mixer/Agitator: Quantity Size* Per Spec.*

27. Insulation: Required? Yes No Thickness* Material*

Per Specs* Responsibility for Insulation and Installation(Purchaser, Manufacturer, Others)

28. Structural Attachments: Lift Lugs?* Yes No Desc.*

Shell Anchorage?* Yes No Type* Scaffold Cable Support?

29. Various Other Items: Welded Flush-Type: Shell Connection Cleanout Fitting Waive Application of Appendix P?

Miscellany #1 Heating Coil Miscellany #2

Miscellany #3 Miscellany #4

Miscellany #5 Miscellany #6

Table 4 OTHER TANK APPURTENANCES*

Mark Quantity Size Orientation Height from Datum Material


By: Ck'd:

Drawing No.: Sheet

Service or Description

OF 7

Greating

(Purchaser, Manufacturer, Others)

Yes No

Yes No

Table 4 OTHER TANK APPURTENANCES*

Material Remarks

Date:

Sheet of


Data Sheet PAGE 7


Tank Plan and Sketches:

Notes:


By: Ck'd:

Drawing No.: Sheet

OF 7

Date:

Sheet of

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crue oil 7500bbl api 650 datasheet

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