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❑ Step 4: If any part of the tank is below the estimated seasonal high water table, then engineer shall <br />provide buoyancy calculations to assure adequate tank uplift restraint. <br />CENTER NYLON STRAPS <br />BETWEEN TANK LIDS <br />COMPACT GRAVEL OR CRUSHED ROCK <br />IN 6 -INCH LIFTS EQUALLY AROUND TANK <br />W X L X T NYLON STRAP <br />WITH MIN 10,000 PSI RATING <br />SEE DETAIL FOR ANCHOR <br />(TYP OF 4 MIN) <br />PRECAST OR CAST -IN-PLACE <br />CONCRETE RESTRAINT <br />ON NATIVE SOIL OR COMPACTED FILL <br />3B" X 12 X 1-11h4' SSTL EYE HOOK <br />(TYP OF 4) <br />UPLIFT RESTRAINT SYSTEM <br />2" MIN <br />MIN <br />Do NOT use Lifting Lugs <br />for uplift restraint. <br />Tie down straps <br />1K" SSTL CABLE SECURED BY <br />SSTL CLEVICES (TYP OF 4) <br />CLEVICE ATTACHES TO NYLON <br />STRAP RING <br />TIE -DOWN <br />STRAPS <br />CONCRETE UPLIFT RESTRAINT REQ'D FOR FUJI CLEAM CE,CEN SERIES MODELS BASED ON GROSS TANK DIMENSIONS <br />MODEL <br />HEIGHT <br />(FT) <br />WIDTH <br />(FT) <br />LENGTH <br />(FT) <br />VOLUME <br />(FT3) <br />DISOLACEMENT <br />(LBS) <br />CONCRETE VOLUME (CY) <br />@3050 <br />LB/CY <br />WITH <br />10% FS <br />WITH <br />25% FS <br />WITH <br />50% FS <br />CE14/CEN10 <br />6.4167 <br />5.750 <br />9.9167 <br />366 <br />22,839 <br />7.49 <br />8.24 <br />9.36 <br />11.23 <br />CE21/CEN14 <br />6.8750 <br />6.000 <br />12.7292 <br />526 <br />32,823 <br />10.76 <br />11.84 <br />13.45 <br />16.14 <br />CE30/CEN21 <br />7.3333 <br />6.4792 <br />16.250 <br />773 <br />48,236 <br />15.82 <br />17.40 <br />19.77 <br />23.72 <br />SLAB DIMENSIONS FOR 50% FACTOR OF SAFETY <br />MODEL <br />CONCRETE VOLUME (CY) <br />WITH 50% FS <br />SLAB WIDTH <br />(FT) <br />SLAB LENGTH <br />(FT) <br />SLAB THICKNESS <br />(FT) <br />CE14/CEN10 <br />11.23 <br />6.00 <br />10.00 <br />5.055 <br />CE21/CEN14 <br />16.14 <br />6.00 <br />13.00 <br />5.588 <br />CE30/CEN21 <br />23.72 <br />7.00 <br />17.00 <br />5.382 <br />10 <br />