![]() PLATE WIDTHS AND THICKNESSES (INCLUDING CORROSION ALLOWANCE), IN mm (in.) 1. water) mm (in.) mm (in.)ĪPPENDIX 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 OTHERĬONSTRUCTION DETAILS (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER 1. NET WORKING CAPACITY OUT DESIGN SPECIFIC GRAVITY VAPOR PRESSURE ROOF STRUCTURALS APPENDIX FĠ C (0F) kPa (in. SIZE RESTRICTIONS MAXIMUM DIAMETER EARTH CONCRETE RINGWALL 16. ![]() ENVIRONMENTAL EFFECTS: MAXIMUM RAINFALL TOTAL SNOW ACCUMULATION 15. WIND LOAD: VELOCITY PROVIDE INTERMEDIATE WIND GIRDER (3.9.7)? 14. EARTHQUAKE DESIGN? SEISMIC ZONE ZONE FACTOR (TABLE E-2) 13. SPECIAL LOADS (PROVIDE) SKETCH) INSULATION MAXIMUM DESIGN ROOF TEMPERATURE GASES IN THE VAPOR SPACE YES NO (APPENDIX B) 12. ROOF DESIGN INFORMATION: UNIFORM LIVE LOAD 4. ROOF DESIGN: APPENDIX G (ALUMINUM DOME) YES FRANGIBLE ROOF JOINT? 11. SHELL DESIGN: kPa (lbf/in.2) DESIGN PRESSURE BASIC STANDARD 650 10. CORROSION ALLOWANCE: SHEL mm(in.) BOTTOM APPENDIX A BASIC STANDARD 650 9. PRODUCT STORED: 0 C (0F) DESIGN METAL TEMPERATURE mm(in.) 8. M3 (bbl) NOMINAL CAPACITY 3 m /h (bbl/h) I 0 C (0F) 6. APPURTENANCES (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER 1.
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