API 650 Tank Datasheet

July 31, 2017 | Author: Dhakshina K | Category: Pipe (Fluid Conveyance), Roof, Screw, Pressure, Mechanical Engineering
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API 650 Tank Datasheet...

Description

L-20

API STANDARD 650

ata Sheet Status: D

API Std 650 Storage Tank

API

Data Sheet

Page 1 of 8

* 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. GENERAL Special Documentation Package Requirements: Measurement Units to be used in API Std 650: SI

US Customary

Manufacturer*

Contract No.*

Address* Mfg. Serial No.*

Year Built*

Edition & Addendum to API 650*

Purchaser

Contract

No.

Address Tank Designation Owner/Operator

Location

Size Limitations*

Tank Diameter*

Capacity: Maximum*

Net Working*

Shell Height*

Criteria:*

Products Stored: Liquid

Max. S.G.:

Blanketing Gas % Aromatic

at

°

Vapor Pressure Suppl. Spec.

H2S Service? Yes

Other Special Service Conditions? Yes

No

DESIGN AND TESTING

°

Suppl. Spec.

Suppl. Specs.

B

C

Design Metal Temp.*

Design Pressure

F °

External Pressure

Maximum Fill Rate

G

H

I

J

L

M

O

P

No S

U

V

W

Design Liquid Level* Pressure Combination Factor

Maximum Emptying Rate

Flotation Considerations? Yes

No

Flot. Suppl. Spec:*

Seismic Design? Yes

No

MBE Site Class

Vertical Seismic Design? Yes

Appendix E

No

;

Applied Supplemental Load Spec.

Alternate Seismic Criteria

Basis of Lateral Acceleration (Select one): Design Required? Yes

No

Purchaser to Review Design Prior to Ordering Material? Yes

Applicable API Standard 650 Appendices:* A Max. Design. Temp.

PSIA at Max. Operating Temp.

No

Seismic Use Group

Vertical Ground Motion Accelerator Av:

Mapped Seismic Parameters? Ss

S1

S0

_;

Site-Specific Procedures?: MCE

Other (Non-ASCE) Methods

Freeboard Required for SUG I Design Roof Tie Rods @ Outer Ring?* Yes

No

Wind Velocity for non-U.S. sites, 50-yr wind speed (3-sec Gust)* Top Wind Girder Style*

Dimensions*

Intermediate Wind Girders?* Yes

No

Intermediate Wind Girder Style*

Check Buckling in Corroded Cond.? Yes Shell Design: 1-Ft Mthd?* Yes

No

Use Top Wind Girder as Walkway? Yes

No

Dimensions*

No

; Variable-Des-Pt Mthd?* Yes

Plate Stacking Criteria* Centerline-Stacked? Yes

No

No

Alternate

Flush-Stacked? Yes

; Elastic Anal. Mthd?* Yes No

Inside

No

Alternate

Outside

Plate Widths (Shell course heights) and Thicknesses * Numbers below Indicate Course Number. 1. 6. 11. Joint Efficiency*

2.

3.

4.

5.

7.

8.

9.

10.

12.

13.

14.

15.

_% Shell-to-Bottom Weld Type*

Shell-to-Bottom Weld Exam Mthd*

Exceptions to Seal-welded Attachments (see Section 5.1.3.7): Approvals:

Revisions:

Title: By:

Ck’d:

-```,,

Drawing No.:

Date: Sheet

of

WELDED TANKS FOR OIL STORAGE

API

L-21

API Std 650 Storage Tank Data Sheet

Page 2 of 8

* 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 Fixed Roof Type*

No

Roof Support Columns*: Pipe

Cone Slope*

Or Structural Shape

_. Dome or Umbrella Radius* Weld Joints* (Lap, Butt, Other)

Seal Weld Underside of: Lap-Joints? Yes Gas-tight? Yes

No

Thickness*

In. Snow Load *

No

Joint Efficiency*

; Seal Weld Underside of Wind Girder Joints? Yes

App. Suppl. Load Spec.*

Normal Venting Devices*

No

% Column Lateral Load

Emergency Venting Devices*

Free Vents in Areas Where Snow and Ice May Block Vent* For Non-Frangible Roofs: Seal Weld Roof Plates to Top Angle on the Inside? Yes Roof-to-Shell Detail*

12.

13.

Bottom: Thickness*

Style*

Ring? Yes

No

Annular Ring? Yes

No

Slope*

. Weld Joint Type*

No

Outward

Provide Drip

Alternate Spec. Annular Ring: Minimum Radial Width* Thickness*

Foundation: Furnished by* Soil Allow. Bearing Pressure*

Type* Anchors: Size*

Per Spec.*

Qty*

Foundation

\ Ring

Overturning Moment: Wind* Seismic* Roof Live Load* Internal Pressure* Product Wt.*

Responsibility for Heating Water, if Required: Purchaser Hydro-Test Fill Height*

; Weld rafters to Roof Plates Yes

Radial Projection of Horizontal Component of Top Angle* Inward

Design Loads: Base Shear Force: Wind* Seismic* Forces: Weight of Shell + Roof New* Corroded* Partial Vacuum* Wind* Seismic* Bottom Forces: Floor Wt. New* Corroded* Partial Vacuum* Other Foundation Loads* 14.

No

Water Wt.* Internal Pressure* Min. Projection of Fdn. Above Grade:

Manufacturer

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? Yes

Post-Pressure-Test Activities Required of the Manufacturer: Broom Clean

Potable Water Rinse

No

Dry Interior

Other 15.

Inspection by

in Shop;

Supplemental NDE Responsibility

in Field

Supplemental NDE Spec.

(Purch., Mfg., Other) Positive Material Identification? Yes No PMI Requirements: Max. Plate Thickness for Shearing Must Welds not exceeding 6 mm (1/4 in.) Be Multi-Pass? Yes No Must Welds greater than 6 mm (1/4 in.) Be Multi-Pass? Yes Leak Test Mthd: Roof* Bottom*

Shell*

Shell Noz./Manhole Reinf. Plt.*

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 the Following Shell Heights: (select one box):

1/

3

H,

2/

3

H and H

m (ft)

Other: Title: By:

--```,,,``````,`,,,`,,,,,```,`,,-`-`,,`,,`,`,,`---

Other:

Locations or Every

1/ H, 2/ H and H Top of Tank, H Top of Each Shell Course 3 3 **See Data Sheet Instructions for the Maximum Allowable Additional Radial Tolerance.

Revisions:

m (ft) around the Tank, at

Top of Each Shell Course

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

Approvals:

No

Ck’d:

Date:

L-22

API STANDARD 650

API Std 650 Storage Tank

API 16.

Data Sheet

Page 3 of 8

Coatings: Internal Coatings by:

Per Spec.*

External Coating by:

Per Spec.*

(Not Req’d., Others, Tank Mfg.) (Not Req’d., Others, Tank Mfg.) Under-Bottom Coating by:

Per Spec.* (Not Req’d., Others, Tank Mfg.)

17.

Cathodic Protection System? Yes

18.

Leak Detection System? Yes

19.

Release Prevention Barrier? Yes

20.

Tank Measurement System: Required? Yes

21.

By:* Weight of Tank: Full of Water*

22.

References*: API Std 650, Appendix L

23.

Remarks*:

--```,,,``````,`,,,`,,,,,```,`,,-`-`,,`,,`,`,,`---

Approvals:

No No

Per Spec.* Per Spec.*

No

Per Spec.* No

Empty*

Revisions:

Remote Capability Required? Yes Per Spec.* Shipping*

No

Brace/Lift Spec.*

Title: By:

Ck’d:

Drawing No.:

Date: Sheet

of

WELDED TANKS FOR OIL STORAGE

L-23

API Std 650 Storage Tank

API

Page 4 of 8

Data Sheet

* If box is blank, Manufacturer shall determine and submit as per Appendix L. TABLE 1 MATERIALS OF CONSTRUCTION Component

Material*/Thickness*

C.A.

Component

Shell, Course

to

Reinforcing Pads

Shell, Course

to

Manhole/Nozzle Necks

Shell, Course

to

Manhole/Nozzle Flanges

Shell, Course

to

Flange Covers

Shell, Course

to

Anchor Attachments

Material*

C.A.

Roof

Submerged Piping

Bottom

Wetted Structurals

+

Annular Ring

Non-wetted Structurals

+

+ 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*

C.A.

Flange Bolting

++

Structural Bolting

++

Anchor Bolts

++

++ Total C.A., on the nominal diameter. TABLE 3 NOZZLE AND MANHOLE SCHEDULE* (for Fixed Roof, Shell, and Bottom)

Service

Approvals:

Neck Sch or Wall Thick.

Reinf. Plate Dimensions

Full Pen. On Open. (Y/N)

Revisions:

Flange Type

Flange Class or Thick.

Gasket Bearing Surf. Dimen. and Gasket Thick. Finish and Dimen.

Gasket Mat’l. and Descript.

Proj. to FF or CL or from Datum Lines

--```,,,``````,`,,,`,,,,,```,`,,-`-`,,`,,`,`,,`---

Mark

Size, NPS, or Dia. (In.)

Title: By:

Ck’d:

Drawing No.:

Sheet

Date: of

L-24

API STANDARD 650

API Std 650 Storage Tank

API

Data Sheet

Page 5 of 8

* If box is blank, Manufacturer shall determine and submit as per Appendix L. OTHER TANK APPURTENANCES Platform, Stairway, and Railing: Galvanizing Req’d?* Yes

No

Stairway Style*

Walk Surf. Type*

(Straight or Helical)

Stair and Walkway Clear Width*

National Safety Standards*

Architectural/Structural Specification* Gauger’s Platform Req’d? Yes Jacket Required?* Yes

No

No

Qty Req’d.*

Per Spec. *

Other Heaters/Coolers Required?* Yes

No

Supplemental Jacket, Heater, or Cooler Specifications* Mixer/Agitator: Quantity Insulation: Required? Yes

Size* No

Per Spec.* Thickness*

Per Specs*

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

Structural Attachments: Lift Lugs?* Yes

No

Desc.*

Shell Anchorage?* Yes

No

Scaffold Cable Support? Yes Various Other Items: Welded Flush-Type: Shell Connection Miscellany #1

Cleanout Fitting

Type*

No Waive Application of Appendix P? Yes

No

Miscellany #2

Miscellany #3

Miscellany #4 TABLE 4 OTHER TANK APPURTENANCES* Service or

Mark

Quantity

Size

Orientation

Height from Datum

Material

Remarks

-```,,,` `````,` ,,`,,,,,```,`,,-`, `,,`,

Approvals:

Revisions:

Title: By:

Ck’d:

Drawing No.:

Date: Sheet

of

,`,`,,`---

WELDED TANKS FOR OIL STORAGE

L-25

API Std 650 Storage Tank

API

Data Sheet

Page 6 of 8

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

FLOATING ROOF DATA 30. Floating Roof Selection Design Basis:

Appendix C

Or Appendix H

Type of Roof:

(External or Internal): Single Deck Pontoon* (Internal Only): Tubular Pontoon*

Double Deck*

Metallic Sandwich Panel*

--```,,,``````,`,,,`,,,,,```,`,,-`-`,,`,,`,`,,`---

Other

Supplemental Spec.:

31. Seals Primary Seal: Shoe

Envelope

Wiper/Compression Plate

Shoe Mechanism: Mfg. Std.

Other

Supplemental Spec:

Other

Electrically Isolate Mechanism from Shoes? Yes Minimum Shoe Thickness*

No

Wax Scrapers Required? Yes

Carbon Steel Shoes to be Galvanized? Yes

Secondary Seal: Shoe

Envelope

Wiper

None

No No

Other

Supplemental Spec:

32. Data for All Floating Roofs: Overflow Openings in Shell Acceptable? Yes Roof-Drain Check Valves Required? Yes

No No

Shell Extension? Yes

Roof-Drain Isolation Valves Required? Yes

Freeze Protection for Roof Drains Required? No

Yes

Drain Piping to External Nozzles: Mfg. Std.

Armored Flexible Pipe

Foam Dam? Yes

No

No No

Supplemental Requirements:

Roof-

Swivels in Rigid Pipe

Other

Supplemental Spec.

Minimum Deck Thickness* Bulkhead Top Edges to be Liquid-Tight? Yes Electrical Bonding: Shunts: Yes

No

No

Seal-weld Underside of Roof? Yes

Cables: Yes

Qty of Non-Guide-Pole Gauge Wells Required Guide Pole for Gauging? Yes

No

Supplemental Spec.

Qty of Sample Hatches Required Slots in Guide Pole? Yes

Guide Pole Emissions-Limiting Devices: Sliding Cover Qty. of Roof Manholes*

No

No

Pole Wiper

No Pole Sleeve

Datum Plates? Yes Float

No

Float Wiper

Striking Plates? Yes Pole Cap

Minimum High-Roof Clearance Above Bottom:

Removable Leg Storage Racks? Yes

No

;

Leg Sleeves

or Fixed Low Legs

33. Additional Data for External Floating Roofs: Weather Shield? Yes Rolling Ladder Req’d? Yes Design Rainfall Intensity

No

Suppl. Spec. No

Field Adjustable Legs? Yes

In./Hr. (mm/hr) Based on a

Design Accumulated 24-Hour Rainfall

Landed Live Load* Approvals:

Minute Duration Associated with the

In. (mm) Based on the

Distortion and Stability Determinations Required? Yes Revisions:

No

No Storm

Storm

Supplemental Specification

Title: By:

Ck’d:

Drawing No.:

Sheet

Date: of

No

L-26

API STANDARD 650

API Std 650 Storage Tank

API

Data Sheet

Page 7 of 8

34. Additional Data for Internal Floating Roofs: Two-Position Legs? Yes

No

Cable-Supported Roof? Yes

Internal Roof Drain Required? Yes

No

Corrosion Gauge Required? Yes

No

Modified Minimum Point Load? Yes % of Compartments

No

Flotation Test: Duration

Product

Fixed-Roof Inspection Hatches Required?: Yes

Omit Distribution Pads Supporting Uniform Live Loads? Yes Fixed Ladder Required?: Yes

No

(see H.6.6.1)

No

Mfr. to Leak Test *

in Erected Position

at completion of roof

No

; Type of Roof Vent: *

Supplemental Specification

in Assembly Yard

Roof Erector's Flotation Test: w/ tank hydro Flotation Test Media: Water

No

Unknown; see separate contract terms

at later date

Not required

Water Quality: Potable

Other

See Supplemental Spec

Fill Height:

Flotation Test Items provided by Purchaser (see H.6.7): None Responsible Party for Inspecting Roof during Initial Fill: Purchaser

List Attached Other

TABLE 5 FLOATING ROOF MATERIALS Component

Material*/Thickness*

C.A./Coating*

Component

Deck Plate

Datum Plate

Inner Rim Plate

Tubular Pontoon

Outer Rim Plate

Pontoon Bulkhead

Foam Dam

Submerged Pipe

Sandwich Panel Face Plate

Guide Pole

Sandwich Panel Core

Secondary Seal

Gauge Well

Secondary Seal Fabric

Drain Sumps

Wiper Tip

Opening Sleeves

Wax Scraper

Floating Suction Lines

Weather Seal

Primary Fabric Seal

Envelope Fabric

Foam Log Core

Shoe Mechanisms

Landing Legs

Primary Seal Shoe

Landing Leg Bottom Pads

Removable Covers

Manhole Necks

Rolling Ladder

Vents

Inlet Diffusers

Approvals:

Revisions:

--```,,,``````,`,,,`,,,,,```,`,,-`-`,,`,,`,`,,`---

Material*/Thickness*

C.A./Coating*

Title: By:

Ck’d:

Drawing No.:

Sheet

Date: of

WELDED TANKS FOR OIL STORAGE

API

L-27

API Std 650 Storage Tank Data Sheet

Page 8 of 8

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

Notes:

``,`,,-`-`,,`,,`,`,,`----```, ,,``````,`,,,`,,,,, `

Approvals:

Revisions:

Title: By: Drawing No.:

Ck’d: Sheet

Date: of

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