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PAGE OF <br />* If box is blank, Manufacturer shall determine and submit as per Appendix L. <br />11.Open-Top and Fixed Roofs: (See Sheet 6 for Floating Roofs) Open Top?* Yes No <br />Fixed Roof Type*Roof Support Columns*:Pipe Or Structural Shape <br />Cone Slope*Dome or Umbrella Radius* Weld Joints* <br />(Lap, Butt, Other) <br />Seal Weld Underside of: Lap Joints? Yes No ;Seal Weld Underside of Wind Girder Joints? Yes No <br />Gas-tight? Yes No Joint Efficiency*% <br />Thickness*In. Snow Load* App. Suppl. Load Spec.*Column Lateral Load <br />Normal Venting Devices*Emergency Venting Devices* <br />For Non-Frangible Roofs: Seal Weld Roof Plates to Top Angle on the Inside? Yes No ;Weld Rafters to Roof Plates? Yes No <br />Roof-to-Shell Detail*Radial Projection of Horizontal Component of Top Angle* Inward Outward <br />12.Bottom: Thickness* Style* Slope* Weld Joint Type* <br />Provide Drip Ring? Yes No Alternate Spec. <br />Annular Ring?Yes No Annular Ring: Minimum Radial Width*Thickness* <br />13.Foundation: Furnished by*Type* <br />Soil Allow: Bearing Pressure* Per Spec.*Anchors: Size* Qty.* <br />Foundation Design Loads: Base Shear Force: Wind* Overturning Moment: Wind* Seismic* <br />Ring Forces: Weight of Shell + Roof New* Corroded* Roof Live Load* Internal Pressure* <br />Partial Vacuum* Wind* Seismic* <br />Bottom Forces: Floor Wt. New* Corroded* Product Wt.* Water Wt.* Internal Pressure* <br />Partial Vacuum* Other Foundation Loads*Min. Projection of Fdn. Above Grade: <br />14.Responsibility for Heating Water, if Required:Purchaser Manufacturer <br />Hydro-Test Fill Height* Settlement Measurements Required? Yes No Extended Duration of Hydro-Test: <br />Predicted Settlement Profile is Attached <br />Responsibility for Setting Water Quality: Purchaser Manufacturer Supplemental Test Water Quality Spec. <br />Test Water Source & Disposal Tie-In Locations Hydro-Test Appendix J Tank? Yes No <br />Post-Pressure-Test Activities Required of the Manufacturer: Broom Clean Potable Water Rinse Dry Interior <br />Other <br />15.Inspection by in Shop;in Field <br />Supplemental NDE Responsibility Supplemental NDE Spec. <br />(Purch., Mfg., Other) <br />Positive Material Identification? Yes No PMI Requirements: <br />Max. Plate Thickness for Shearing <br />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 No <br />Leak Test Mthd: Roof* Shell*Shell Noz./Manhole Reinf. Plt* <br />Bottom* Floating Roof Components* <br />Modify or Waive API Dimensional Tolerances (see 7.5)?No Yes Specify: <br />Specify Additional Tolerances, if any, and Circumferential and Vertical Measurement Locations: <br />- Allowable Plumbness: <br />Measure and Record at a Minimum of Locations or Every m (ft) around the Tank, at <br />the Following Shell Heights: (select one box): 1/3 H, 2/3 H and H Top of Each Shell Course Other: <br />- Allowable Roundness:** Measure Radius and Record at a Minimum of Locations or Every m (ft) <br />around the Tank, at the Following Shell Heights (select one box): <br /> Top of Tank, H 1/3 H, 2/3 H and H Top of Each Shell Course Other: <br />**See Data Sheet Instructions for the Maximum Allowable Additional Radial Tolerance. <br />Approvals:Revisions:Title: <br />By: Ck'd: Date: <br />Drawing No.: Sheet of <br />N/A <br />N/A <br />7.3.3.a)N/A <br />X <br />7.3.7.b)7.3.5 and 7.3.6 N/A <br />3/8" <br />X X <br />X NONE <br />X NONE <br />N/A Manufacturer <br />X <br />N/A N/A <br />X N/A <br />30 FEET X <br />N/AN/A <br />X <br />N/AN/A <br />N/A2,118,300 <br />X <br />N/A <br />3,188 kips479 kips <br />Purchaser concrete slab <br />2000 psf <br />48 kips 48 kips <br />X N/A <br />single-welded full fillet lap joint1/4"Flat Bottom N/A <br />I. CASTILLO <br />20soil report 127775.G01 1-1/4" <br />13,460 lbs 1,864,090 <br />82 <br />API Std 650 Storage Tank <br />Data Sheet <br />10/28/14 <br />X <br />XInternally supported cone <br />3/4 : 12 19 feet Lapped with full fillet welds <br />X X <br />X 70 <br />0.25 N/A <br />X <br />N/A N/A <br />NONE frangible roof <br />Figure F.2, detail 'd'X <br />N/A N/A <br />N/A <br />259 kipsSeismic*10.3 kips <br />N/A <br />13,460 lbs <br />PER PURCHASER <br />20.0 PSF <br />N/A