• Author / Uploaded
• huangjl

Citation preview

API STANDARD 650 STORAGE TANK DATA SHEET

February 22, 2014

DATE BY FILE NO. 1

PAGE

3

O

APPURTENANCES (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER 1. PURCHASER/AGENT CITY 2. USER 3. ERECTION

PROV/STATE

PC/ZI

PHONE

NAME OF PLANT LOCATION

m3 (bbl) NOMINAL CAPACITY 3 m /h (bbl/h) I 0 C (0F) 6. MAXIMUM OPERATING TEMPERATURE 7. PRODUCT STORED: 0 C (0F) DESIGN METAL TEMPERATURE mm(in.) 8. CORROSION ALLOWANCE: SHEL mm(in.) BOTTOM APPENDIX A BASIC STANDARD 650 9. SHELL DESIGN: kPa (lbf/in.2) DESIGN PRESSURE BASIC STANDARD 650 10. ROOF DESIGN: APPENDIX G (ALUMINUM DOME) YES FRANGIBLE ROOF JOINT? 11. ROOF DESIGN INFORMATION: UNIFORM LIVE LOAD 4. TANK PUMPING RATES:

SPECIAL LOADS (PROVIDE) SKETCH) INSULATION MAXIMUM DESIGN ROOF TEMPERATURE GASES IN THE VAPOR SPACE YES NO (APPENDIX B) 12. EARTHQUAKE DESIGN? SEISMIC ZONE ZONE FACTOR (TABLE E-2) 13. WIND LOAD: VELOCITY PROVIDE INTERMEDIATE WIND GIRDER (3.9.7)? 14. ENVIRONMENTAL EFFECTS: MAXIMUM RAINFALL TOTAL SNOW ACCUMULATION 15. SIZE RESTRICTIONS MAXIMUM DIAMETER EARTH CONCRETE RINGWALL 16. FOUNDATION TYPE: REMARKS

m3 (bbl) m /h(bbl/h)

NET WORKING CAPACITY OUT DESIGN SPECIFIC GRAVITY VAPOR PRESSURE ROOF STRUCTURALS APPENDIX F

3

A

0 C (0F) kPa (in. water) mm (in.) mm (in.)

APPENDIX C (EXTERNAL FLOATING) APPENDIX H (INTERNAL FLOATING) NO NOTE FOR SHOP TANKS kPa (lbf/in.2) kPa (lbf/in.2) kPa (lbf/in.2) 0 C (0F) A ROOF TIE RODS (3,10,4,5)? IMPORTANCE FACTOR SITE COEFFICIENT (TABLE E-3) km/h (mph) YES NO mm/h (in./h) mm (in.) m (ft) MAXIMUM HEIGHT OTHER

YES

NO

m (ft)

API STANDARD 650 STORAGE TANK DATA SHEET

February 22, 2014

DATE BY FILE NO. 2

PAGE

3

O

CONSTRUCTION DETAILS (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER 1. MANUFACTURER CITY SERIAL NO.

PROV/STATE

PC/ZI

PROV/STATE

PC/ZI

PHONE

2. FABRICATOR CITY SERIAL

PHONE

3. MATERIAL SPECIFICATIONS SHELL

STRUCTURALS 4. NO. OF SHELL COURSES 5. PLATE WIDTHS AND THICKNESSES (INCLUDING CORROSION ALLOWANCE), IN mm (in.) 1. 4 7 2. 5 8 3. 6 9 mm(in.) PLATE THICKNESS 6. TANK BOTTOM: mm/m (in/ft) SLOP 7. MINIMUM WIDTH AND THICKNESS OF BOTTOM ANNULAR PLATES (3.5) IN mm (in.): 8. ROOF-TO-SHELL DETAIL (FIGURE F-1) 9. INTERMEDIATE WIND GIRDER? 10. ROOF TYPE: SLOPE OR 11. ROOF PLATE: 12.

THICKNES

SHELL--

EXTERIOR?

BOTTOM-STRUCTURAL STEEL-13. TANK BOTTOM COATING: 14. INSPECTION 15. WELD EXAMINATION: 16. 17. LEAK TESTING:

NO

NO NO NO

INTERIOR?

INTERIOR? INTERIOR?

SEAMS CENTE

YES FLOATING BUTT

LAP

mm YES

BUTT FROM

TOP WIND GIRDER FOR USE AS WALKWAY? SUPPORTED SELF-SUPPORTED

mm

SURFACE PREPARATION YES UNDERSIDE? SURFACE PREPARATION YES EXTERIOR? SPECIFICATION YES INTERIOR?

YES

NO

YES

NO

YES

NO

NO

JOINT

NO

MATERIAL APPLICATION SPECIFICATION SHOP FIEL RADIOGRAPH SUPPLIEMENTARY LIQUID PENETRANT OR ULTRASONIC PROPERTY OF BOTTOM ROO

SHEL REQUIRED? PLAT 19. PURCHASER'S REFERENCE DRAWING 20. TANK SIZE: DIAMETER 21. DATE OF STANDARD 650 REMARKS 18. MILL TEST REPORTS:

YES

LAP TO

YES

NO STRUCTURAL SHAPES m

HEIGH

m

API STANDARD 650 STORAGE TANK DATA SHEET

February 22, 2014

DATE BY FILE NO. 3

PAGE

O

3

APPURTENANCES (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER CIRCULAR

1. STAIRWAY STYLE:

STRAIGHT

LADDER WIDT STANDARD YES

2. WALKWAY: 3. DRAWOFF SUMP: 4. BOLTED DOOR SHEET? 5. SCAFFOLD HITCH 6. INTERNAL

ANGLE TO HORIZONTAL mm

NO (APPENDIS a TANKS ONLY)

SWING HEATING COIL SURFACE AREA 7. ROOF HOS SIPHO 8. NO. AND SIZE OF SHELL MANHOLES 9. NO. AND SIZE OF ROOF MANHOLES

m2 (ft2)

LENGTH SPECIA RAISED

DEGREES m FLUSH

SUCTION JOINTED

10. SHELL NOZZLES (SEE FIGURES 3-4B, 3-5, AND 3-7 AND TABLES 3-8, 3-9, AND 3-10):

MARK

SIZE

SGL

FLANGED DBL

SPL

A

B

THREADED C D

E

ORIENTATION N=0

HEIGHT FROM BOTTOM

SERVICE

11. ROOF NOZZLES, INCLUDING VENTING CONNECTION (SEE FIGURES 3-14 AND 3-15 AND TABLES 3-16 AND 3-17

MARK

SIZE

FLANGED

THREADED

REINFORCEMENT

ORIENTATION DISTANCE FROM N=0 CENTER

NOTE: SKETCHES AND/OR SEPARATE SHEETS MAY BE ATTACHED TO COVER SPECIAL REQUIREMENTS.

SERVICE