WL
HWL
TANK RESTRAINT PLATE
(ALREADY INSTALLED)
1
2
" WIRE ROPE CLIP (TYP OF 16)
SSTL RECOMMENDED
3500-LB TURNBUCKLE
(TYP OF 4 MIN. PER TANK)
1
2
" SSTL CABLE
EMBEDDED EYEHOOK
(TYP OF 4)
CONCRETE ANCHOR
SIZED PER FUJI CLEAN
INSTALLATION MANUAL
6" MIN BED OF COMPACTED GRAVEL
BENEATH TANKS AND ANCHORS
FUJI CLEAN CE- OR CEN-SERIES UNIT
ANGLE VARIES
WITH TURNBUCKLE LENGTH
MINIMIZE LENGTH
1/2" MIN. COMPACTED CRUSHED STONE
BRING STONE TO MID SEAM OF TANK
COMPACTING IN 6-INCH LIFTS.
POUR CONCRETE COLLAR AROUND TANK.
PROVIDE CONCRETE ACCORDING TO MODEL.
PLACE CONCRETE EQUALLY AROUND TANK.
COMPACT CONCRETE COMPACT AS IT IS POURED.
COMPACTED SELECT FILL TO GROUND SURFACE
SLOPE GRADE TO SHED WATER FROM TANK LIDS.
UPLIFT RESTRAINT PAD (TYP)
#3 REBAR @ 6" O.C. EACH WAY, EACH FACE
TURNBUCKLE (INCLUDED-TYP)
MAX. ALLOWABLE STRESS IS
25,500 N (5,800 LBS)
FUJI CLEAN CE21
SHACKLE (INCLUDED-TYP)
MAX. ALLOWABLE STRESS IS
29,500 N (6,700 LBS)
#3 REBAR @ 6" O.C. EACH WAY, EACH FACE
UPLIFT RESTRAINT ANCHOR
PROVIDE 2.5" MIN REBAR COVER (TYP)
PROVIDE 21" MIN LENGTH BEYOND CURVATURE
PROVIDE 2" MIN REBAR COVER (TYP)
CONCRETE TO HAVE 4,000 PSI MIN. STRENGTH
PROVIDE BASE OF COMPACTED AGGREGATE OR CRUSHED STONE
#6 REBAR
MAX ALLOWABLE STRESS FOR TEMPORARY
LOADING IS 295 N/mm² (43,000 PSI)
PROVIDE BASE OF COMPACTED AGGREGATE OR CRUSHED STONE
5,000-LB NYLON STRAP
CE21 EMPTY TANK BUOUNCY:
17,614 LBS
25% SAFETY FACTOR:
4,403 LBS
TOTAL UPLIFT RESTRAINT:
22,017 LBS
CONCRETE WEIGHT:
130 LB/FT³
CONCRETE PAD:
16' X 10' X 1.1' X 130 = 22,880 LBS > 22,017 --> OK
ENGINEERING DRAWINGS AND DETAILS
PAGE 5 OF 7 PAGES
Содержание CE Series
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