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PAGE OF <br />* 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. <br />GENERAL Special Documentation Package Requirements: <br />Measurement Units to be used in API Std 650:SI US Customary <br />1.Manufacturer*Contract No.* <br />Address* <br />Mfg. Serial No.*Year Built*Edition & Addendum to API 650 * <br />2.Purchaser Contract No. <br />Address <br />Tank Designation <br />3.Owner/Operator Location <br />4.Size Limitations*Tank Diameter* Shell Height* <br />Capacity: Maximum* Net Working* Criteria* <br />5.Products Stored: <br />Liquid Max. S.G.:at ° <br />Blanketing Gas Vapor Pressure PSIA at Max. Operating Temp. <br />% Aromatic Suppl. Spec. <br />H2S Service?Yes No Suppl. Spec. <br />Other Special Service Conditions?Yes No Suppl. Spec. <br />DESIGN AND TESTING Purchaser to Review Design Prior to Ordering Material? Yes No <br />6.Applicable API Standard 650 Appendices:*A B C F G H I J L M O P S U V W <br />7.Max. Design. Temp. ° Design Metal Temp.* ° Design Liquid Level* <br />Design Pressure External Pressure Maximum Fill Rate Maximum Emptying Rate <br />Floatation Considerations? Yes No Flot. Suppl. Spec:* Applied Supplemental Load Spec. <br />8.Seismic Design? Yes No Appendix E Alternate Seismic Criteria Seismic Use Group <br />MBE Site Class Vertical Seismic Design? Yes No Vertical Ground Motion Accelerator AV: <br />Basis of Lateral Acceleration (Select one): Mapped Seismic Parameters?Ss S1 S0 ; Site-Specific Procedures: MCE <br />Design Required? Yes No ; Other (Non-ASCE) Methods <br />Freeboard Required for SUG I Design Roof Tie Rods @ Outer Ring?*Yes No <br />9.Wind Velocity for non-U.S. sites, 50-yr. wind speed (3-sec. Gust)* <br />Top Wind Girder Style*Dimensions*Use Top Wind Girder as Walkway?Yes No <br />Intermediate Wind Girders?* Yes No Intermediate Wind Girder Style* Dimensions* <br />Check Buckling in Corroded Cond.? Yes No <br />10.Shell Design:1-Ft Mthd?*Yes No ;Variable-Des-Pt Mthd?*Yes No Alternate ;Elastic Anal. Mthd?*Yes No Alternate <br />Plate Stacking Criteria* Centerline-Stacked? Yes No Flush-Stacked? Yes No Inside Outside <br />Plate Widths (Shell course heights) and Thicknesses * Numbers below Indicate Course Number. <br />1. 2. 3. 4. 5. <br />6. 7. 8. 9. 10. <br />11. 12. 13. 14. 15. <br />Joint Efficiency*% Shell-to-Bottom Weld Type* Shell-to-Bottom Weld Insp. Mthd* <br />Approvals:Revisions:Title: <br />By: Ck'd: Date: <br />Drawing No.: Sheet of <br />0.101 <br />N/A <br />X X 1NONE <br />x N/A <br />D x <br />4" W.C. <br />45 - 100 F 45 F 30 FT <br />X <br />X <br />N/AX <br />X N/A <br />Nitrogen 14.84 <br />N/A N/A <br />253,900 Gallons 250,000 Gallons <br />45 - 100 F <br />809-C Snedeker Ave. ~ Stockton, CA. 95203American Biodiesel, Inc., dba Community Fuels <br />30 ft38 ftnone <br />T-631 (3134A), T632 (3134B), & T633 (3134C) Biodiesel storage tanks <br />Per customer <br />Biodiesel 0.88 <br />X <br />Steel Structures, Inc.3134 <br />3134American Biodiesel, Inc., dba Community Fuels <br />P.O. BOX 23-4249 Encinitas, CA 92023 <br />28777 Avenue 15 1/2 ~ Madera, CA. 93638 <br />12TH EDITION ADD-32014 <br />91-1/2" x 1/4" <br />10/28/14I. CASTILLO <br />81 <br />API Std 650 Storage Tank <br />Data Sheet <br />3134A, 3134B & 3134C <br />X 0.98 0.35 <br />X <br />85 MPH <br />XCurb angle 3" x 3" x 1/4" <br />X <br />0.7 double fillet <br />91-1/2" x 1/4"91-1/2" x 1/4" <br />vacuum box <br />X X <br />X <br />N/A <br />X <br />N/A <br />X <br />X <br />X