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L
<br />K
<br />w
<br />N
<br />1 2 3 4 5 f3 A] as
<br />COMPOSITE TANK -
<br />DESIGN CRITERIA
<br />SAFETY FACTORS - 1.25 DURING EXCAVATION, 1.50 AFTER COMPLETION
<br />CONCRETE STRENGTH - Vc - 2.0 kSl
<br />REINFORCING STEEL - GRADE 40
<br />WT. OF PEA GRAVEL BACKFILL : DRY - , 100 PCF
<br />SUBMERGED - 63 PCF
<br />WT. OF CONCRETE DRY - 150 PCF
<br />SUBMERGED - 87.6 PCF
<br />BUOYANCY = DISPLACEMENT X 62.4 PC.F.
<br />BURIAL : 4'-D"
<br />WATERTABLES : © 3'-0" BELOW TOP OF TANK SLAB
<br />© -AT BOTTOM OF TANK SLAB
<br />TURNBUCKLE
<br />3 CABLE CLAMPS HOLD-DOWN STRAP
<br />(TYP') PROVIDED BY TANK
<br />MANUFACTURER. (TYP.)
<br />O S'-0" t DIAMETER DOUBLE WALLED F.R.P. TANK
<br />urI r nO 1A111 TIDI 17 IKIQTAI I ATIf1Nl Il \\ -HAI n_ PAWN IOG
<br />III�VV4� V,♦ inv,-i amu.. .. ... .. .--.... -.., tS
<br />6^
<br />Oa WATERTABLE 0 3'-6"
<br />o
<br />PER LINEAL FOOT OF TANK "1 in ANCHOR LOOP SEE
<br />BUOYANCY 50.26 X 62.4 = 3137 # DETAIL THIS SHEET.
<br />WT, OF CONCRETE 10 X 75 = 750#
<br />I
<br />WT, OF TANK = 200 # a
<br />VOLUME OF DRY BACKFILL STORAGE TANK HOLD-DOWN ASSEMBLY
<br />10+9.06 x 3.0 = 28.60 CU.FT. (FOR COMPOSITE TANKS ONLY)
<br />z
<br />I
<br />WT, OF DRY FILL 100 X 28.60 = 2860#
<br />VOLUME OF SUBMERGED BACKFILL
<br />9.07+8 50.26
<br />X 4.5 - = 13:28 CU.FT. -- -
<br />2 2
<br />WT. OF SUBMERGED BACKFILL 1 HOLD-DOWN ASSEMBLIES
<br />63 X 13.28 = 836#
<br />EW = 4646# = 1.48 X BUOYANCY 1.50 .', O.K.
<br />NO HOLD DOWNS REQ'D. 20'-5" OVERALL LENGTH SECONDARY TANK (10,000 GALLON)
<br />O WATERTABLE ® 6" - ml2nI2,
<br />USE 12" X 12" R/C LOG
<br />BETWEEN TANKS. AND_
<br />AT SIDES.
<br />VOLUME OF BACKFILL
<br />2 X 6.75 + 24.16 + 18.2 = 55,86 CU.FT,/FT.
<br />EW = 750 + 200 + 55.86 X 63 + (2 X 87.6) = 4645# ,1
<br />SAFETY FACTOR 1.48 OK. -
<br />BALLASTING DURING EXCAVATED CONDITION TYP)
<br />PERMITTING FITTERS TO WORK SAFELY ON 70P OF
<br />TANK:
<br />(FOR SINGLE OR MULTIPLE TANKS.)
<br />WATERTABLE 2' MAX, IN EXCAVATION '6,87P
<br />VOLUME OF BACKFILL ABOVE PE
<br />4 X 8 - 5226 = 6,87 CU.FT.'
<br />WT. OF BACKFILL 6.87 X 95 = 653# WATERTABLE
<br />WT, OF TANK .200 WATERTABLE
<br />2'-0"
<br />WITH 2'-0" WATER IN EXCAVATION _
<br />BUOYANCY 9.82 X 62,4 = 613# I 12" 82�
<br />tz"xtz" Loc
<br />SAFETY FACTOR 1.39 OK, - WHERE REVD.
<br />DESIGN OF BALLAST "LOGS" (12" X 12")'
<br />MAX. I = 32'-6" � 1
<br />W/ PICK UP ® END POINTS E 5-9" MAX.
<br />21' MAX
<br />2'-2
<br />(24'-5")
<br />TANK AND LOG
<br />--'rte 1'-6" MIN.
<br />TANK
<br />AND LOG
<br />5' S 1/8'.
<br />IN71AJAPPIR.:
<br />2.48 2- # 5 (TOP)
<br />-
<br />1 6' 4" I3'-2 1
<br />3'-2 1 "I 6'-4" I2'-2 1
<br />-
<br />I
<br />8'-4 1 2"
<br />ANCHOR LOOP (5'-2 1/2" 1/2")
<br />(TYP.)
<br />HOLD DOWN LOG
<br />(6'-9 7/8")
<br />(6'-11 3/4") (4'-it")(4'-11")
<br />ANCHOR LOOP (TYP.)
<br />(6'-11 3/4")
<br />HOLD DOWN LOG
<br />(6'-9')
<br />STEEL BID
<br />1.76X9.5
<br />10'-8 1/2" "SHORT LOG"
<br />10'-81/2" "SHORT LOG'
<br />(11'- 2 1/2-) (11'- 2 1/2")
<br />TOTAL LENGTH OF ONE "LONG LOG" 21'-5" OR COMB. OF TWO "SHORT LOGS"
<br />(25'-5")
<br />FRP DOUBLEWALL--��
<br />UNDERGROUND TANK
<br />5 CLIPS -
<br />REQUIRED
<br />METAL CABLE `V
<br />EYELET.
<br />1/2" WIRE ROPE
<br />(TYPICAL)
<br />3 CLIPS REQUIRED
<br />® 3" O.C. (TYP.)
<br />CABLE CLAMP DETAIL
<br />TIGHTEN
<br />CLAMPS
<br />FRP DOUBLEWALL
<br />UNDERGROUND TANK
<br />PULL CABLES (AS SHOWN) TO
<br />TIGHTEN & HOLD W/ 3 CABLE CLAMPS.
<br />TIGHTEN
<br />N STRAP
<br />BY FRP TANK
<br />URER (TYP.)
<br />HOLD-DOWN
<br />LOG
<br />ANCHOR. LOOP,
<br />SEE DETAIL THIS
<br />SHEET.
<br />STORAGE TANK HOLD-DOWN ASSEMBLY
<br />(FOR FRP TANKS ONLY)
<br />31' -Il 1/4" OVERALL LENGTH SECONDARY TANK (10,000 GALLON)
<br />5,-5 1/8"
<br />(37'-5 1/4")
<br />--'rte 1'-6" MIN.
<br />TANK
<br />AND LOG
<br />5' S 1/8'.
<br />IN71AJAPPIR.:
<br />2.48 2- # 5 (TOP)
<br />-
<br />I
<br />B'-4 1 2"
<br />I
<br />2'-:2" 2'-2"
<br />I
<br />8'-4 1 2"
<br />(6'-9 7/8")
<br />5'-11 1/8-
<br />(C-9 7/8")
<br />5'-n 1/8"
<br />(6'-9 7/8")
<br />(6'-11 3/4") (4'-it")(4'-11")
<br />ANCHOR LOOP (TYP.)
<br />(6'-11 3/4")
<br />HOLD DOWN LOG
<br />(6'-9')
<br />STEEL BID
<br />1.76X9.5
<br />BLDG PERMITTRO�
<br />16'-5 5/8" (SHORT LOG
<br />16'-5 5/8" (SHORT LOG)
<br />(19'-2 5/8") (18'-2 5/B")
<br />(TOTAL LENGTH OF ONE "LONG LOG" 32" -it 1/4" OR COMB- OF TWO "SHORT LOGS")
<br />WT. OF TANK 670 # f W = 1567 #
<br />WITH 3'-0" OF WATER IN EXCAVATION 12" POINT P
<br />BUOYANCY 19.1 X 62.4 1192 #
<br />SAFETY FACTOR. 1.31 OK. /-2' RAD. /
<br />1" C R. TYP.
<br />I" RAD, 21' MAX. LS -9" MAY
<br />B 2- 5 I` LJ
<br />to a 4"
<br />(12 -SQ. X 32'-6") ANCHOR LOOP 1
<br />TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NQTEI - - -
<br />.PICK-UP POINTS SHALL BE AT THE OUTER
<br />USE HOOKED #4 BARS ANCHOR LOOIPS. 11_111_11
<br />3-#5
<br />-REFER TO TAINK DWG'S FOR LOCATION OF ANCHOR _
<br />MAX. LOAD 32'5 X 150 = 2438# DIP GAL ANIIIED FASTENING HOOKS. WHICH SHALL BE HOT- -III _III_
<br />2438 t •TOTAL BALLYST LOG LENGTH SHALL EQUAL
<br />Fs = .40 = 6095 PSI TANK LENGTH. (USE SECTIONS AS REQ'D.)
<br />A
<br />O 12" BED c
<br />- nrf
<br />72" X 12" HOLO DOWN LOG FOR USE 0 SINGLE
<br />AND MULTIPLE TANK INSTALLATIONS CR AS INDICATED.
<br />2 HOLD-DOWN LOG LOCATIONS
<br />7 8
<br />(38 -5 1/4 )
<br />XERXES TANK
<br />DW:NSION6 IN PARENTHESES ARE FOR MOOD
<br />GALLON TAWCS.
<br />VERFY LOCATION OF TANK HOLD DOWN STIRAPS
<br />WITH MANIFACTI/RER BEFORE FASMATIOW
<br />OF HOLD DOWN LOGS.
<br />1#4 ANCHOR & PICK-UP
<br />CL --_ /LOOPS -SEE DETAIL AT
<br />r T RIGHT (TYPICAL)
<br />ee rd I'- I #2 TIES O a
<br />18' O.C.
<br />5-#5 (TYP,)
<br />LOG SECT"
<br />0
<br />1
<br />3 CABLE CLAMPS
<br />(TYP.)
<br />PULL CABLES (AS SHOWN) TO
<br />TIGHTEN & HOLD W/ 3 CABLE CLAMPS,
<br />TIGHTEN
<br />HOLD-DOWN STRAP
<br />PROVIDED BY FRP TANK
<br />MANUFACTURER,
<br />HOLD-DOWN
<br />LOG
<br />ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY
<br />(USING PRECAST CONCRETE FOUNDATION PILES)
<br />NO SCALE
<br />4' I n' -t' ,2-31/22'-31/2', o•_x^
<br />ANCHOR LOOP (TVP.) (5'-61/2')1 S'-61/2') HOLD DOWN LOG
<br />J j J'L J I L
<br />I_ 15-10 1/2" (SHORT LOG) 15'-10 7 1/2" (SHORT LOG)
<br />`18 7 112') �16-1 2"
<br />I_ (TOTAL LENGTH OF ONE "LONG LOG" 31'-9" OR COMB. OF TWO SHORT LOGS")
<br />RAD.
<br />8"
<br />RAD.
<br />ANCHOR LOOP DETAIL i2 TIES (TYP.)
<br />SCALE: 1/2"=1'-0"3 I HOLD-DOWN LOG REINFORCEMENT DETAILS
<br />0 10 11 12 �® 13
<br />SCALE
<br />14 15
<br />(37'-3"
<br />OWENS CORNING TANK
<br />SCALE: 1/4 -=I' -O-
<br />4'
<br />/4"=1'-0"
<br />11
<br />iF
<br />TANK HOLD- DOWN
<br />LOG INSTIL AND CALCS
<br />9-2396 `
<br />25650 HWY 99 NO.,
<br />ACAMPO, CA.
<br />Chevron
<br />H. LEE & ASSOCIATES. INC.
<br />Mdh 1/2 X .15 X (5.75) 2.461K
<br />--'rte 1'-6" MIN.
<br />JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CML ENGINEER
<br />F"_ REVIEW
<br />IN71AJAPPIR.:
<br />2.48 2- # 5 (TOP)
<br />-
<br />PLASTEELCOMPOSITE TANK
<br />As =• = ,15
<br />PLANNING
<br />STEEL BID
<br />1.76X9.5
<br />BLDG PERMITTRO�
<br />646
<br />Mmoa = 6.61K As =,39 2- #5 (BTM.)
<br />YPERMIT
<br />GENERAL BIO
<br />NOTE:
<br />REVSETCONSTRUCTIONDo
<br />1.76X9.5
<br />USE #2 TIES 0 1B" O.C., #4 "LOOPS" ® PICK-UPS. -
<br />nol use1'0"q�"-9
<br />for
<br />1. PICK-UP POINTS
<br />FOR LOGS SHALL BE THE OUTER LOOPS.
<br />-
<br />7O ,`ucl'd'r
<br />ynlefa Inillaletl
<br />JI 9'-5" DIAMETER PLASTEEL COMPOSITE
<br />TANK,
<br />16 t7 18
<br />2. REFER To SHEET
<br />F-7 FOR TANK HOLO -Dowty
<br />E
<br />SINGLE OR MULTIPLE INSTALLATION.
<br />_ 11'-s
<br />10.32' 6"
<br />INSTALLATION
<br />SPECIFICATIONS,
<br />Oo WATERTABLE ® 5'-0"
<br />.. _.
<br />PER LINEAL FOOT OF TANK4
<br />STORAGE TANK
<br />HOLD DOWN LOGS
<br />BUOYANCY (69.64-3.97) X 62.4 4098#
<br />a
<br />WT, -0F CONCRETE 11.4 X 75 = 855
<br />670VOLUME
<br />WT, OF TANK
<br />rT
<br />OF DRY BACKFILL
<br />11.42 + 10.32 X (4.5-3,97) = 44.95 CU.FT, -WT. = 44.95
<br />X 100 = 4495#
<br />--CABLE CLAMPS
<br />0 GUIDE
<br />2
<br />SEE DETAILS
<br />D
<br />VOLUME OF SUBMERGED BACKFILL
<br />-�- --�
<br />/
<br />MOLD DOWN
<br />10,32 + 9.42 69.64+3,97 = 5.67 CU.FT. -- WT, =
<br />5.67 X 63 = 357#
<br />STRAP
<br />2'-0"
<br />2VA
<br />EW = 6377# = 1.55 X BUOYANCY --- NO HOLD DOWNS.
<br />\ \\
<br />MIN.
<br />STORAGE
<br />MIN
<br />I'
<br />Ob WATERTABLE 0 6"
<br />\
<br />TANK
<br />USE 12 112 R%C LOG BETWEEN
<br />12"
<br />TANKS AND AT SIDES.
<br />7 625 A
<br />VOLUME OF BACKFILL
<br />`\
<br />12'
<br />2 X 7.625 + 27.79 + 22.84 = 65.88 CUET.
<br />\
<br />III
<br />EW = 855 + 670 + 65.88 X 53 + 87,6 = 5763#
<br />SAFETY FACTOR 1.33 OK.
<br />C
<br />BALLASTING DURING EXCAVATED CONDITION
<br />SACKFILL ON TOP OF TANK 9.55 SQ.FT.--907 #
<br />�I
<br />WT. OF TANK 670 # f W = 1567 #
<br />WITH 3'-0" OF WATER IN EXCAVATION 12" POINT P
<br />BUOYANCY 19.1 X 62.4 1192 #
<br />SAFETY FACTOR. 1.31 OK. /-2' RAD. /
<br />1" C R. TYP.
<br />I" RAD, 21' MAX. LS -9" MAY
<br />B 2- 5 I` LJ
<br />to a 4"
<br />(12 -SQ. X 32'-6") ANCHOR LOOP 1
<br />TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NQTEI - - -
<br />.PICK-UP POINTS SHALL BE AT THE OUTER
<br />USE HOOKED #4 BARS ANCHOR LOOIPS. 11_111_11
<br />3-#5
<br />-REFER TO TAINK DWG'S FOR LOCATION OF ANCHOR _
<br />MAX. LOAD 32'5 X 150 = 2438# DIP GAL ANIIIED FASTENING HOOKS. WHICH SHALL BE HOT- -III _III_
<br />2438 t •TOTAL BALLYST LOG LENGTH SHALL EQUAL
<br />Fs = .40 = 6095 PSI TANK LENGTH. (USE SECTIONS AS REQ'D.)
<br />A
<br />O 12" BED c
<br />- nrf
<br />72" X 12" HOLO DOWN LOG FOR USE 0 SINGLE
<br />AND MULTIPLE TANK INSTALLATIONS CR AS INDICATED.
<br />2 HOLD-DOWN LOG LOCATIONS
<br />7 8
<br />(38 -5 1/4 )
<br />XERXES TANK
<br />DW:NSION6 IN PARENTHESES ARE FOR MOOD
<br />GALLON TAWCS.
<br />VERFY LOCATION OF TANK HOLD DOWN STIRAPS
<br />WITH MANIFACTI/RER BEFORE FASMATIOW
<br />OF HOLD DOWN LOGS.
<br />1#4 ANCHOR & PICK-UP
<br />CL --_ /LOOPS -SEE DETAIL AT
<br />r T RIGHT (TYPICAL)
<br />ee rd I'- I #2 TIES O a
<br />18' O.C.
<br />5-#5 (TYP,)
<br />LOG SECT"
<br />0
<br />1
<br />3 CABLE CLAMPS
<br />(TYP.)
<br />PULL CABLES (AS SHOWN) TO
<br />TIGHTEN & HOLD W/ 3 CABLE CLAMPS,
<br />TIGHTEN
<br />HOLD-DOWN STRAP
<br />PROVIDED BY FRP TANK
<br />MANUFACTURER,
<br />HOLD-DOWN
<br />LOG
<br />ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY
<br />(USING PRECAST CONCRETE FOUNDATION PILES)
<br />NO SCALE
<br />4' I n' -t' ,2-31/22'-31/2', o•_x^
<br />ANCHOR LOOP (TVP.) (5'-61/2')1 S'-61/2') HOLD DOWN LOG
<br />J j J'L J I L
<br />I_ 15-10 1/2" (SHORT LOG) 15'-10 7 1/2" (SHORT LOG)
<br />`18 7 112') �16-1 2"
<br />I_ (TOTAL LENGTH OF ONE "LONG LOG" 31'-9" OR COMB. OF TWO SHORT LOGS")
<br />RAD.
<br />8"
<br />RAD.
<br />ANCHOR LOOP DETAIL i2 TIES (TYP.)
<br />SCALE: 1/2"=1'-0"3 I HOLD-DOWN LOG REINFORCEMENT DETAILS
<br />0 10 11 12 �® 13
<br />SCALE
<br />14 15
<br />(37'-3"
<br />OWENS CORNING TANK
<br />SCALE: 1/4 -=I' -O-
<br />4'
<br />/4"=1'-0"
<br />11
<br />iF
<br />TANK HOLD- DOWN
<br />LOG INSTIL AND CALCS
<br />9-2396 `
<br />25650 HWY 99 NO.,
<br />ACAMPO, CA.
<br />Chevron
<br />H. LEE & ASSOCIATES. INC.
<br />®ROBERT
<br />ARCHFEECT E ENCPIEERYJC ENVKiONAIENTAL BEAVICEB
<br />1137 NORTH McDOWEUL BOULEVARD PETALUMA CA, 94954 (707) 765-1660
<br />JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CML ENGINEER
<br />F"_ REVIEW
<br />IN71AJAPPIR.:
<br />DATE:
<br />PRELIMINARY
<br />BY:
<br />PLANNING
<br />STEEL BID
<br />BLDG PERMITTRO�
<br />YPERMIT
<br />GENERAL BIO
<br />REVSETCONSTRUCTIONDo
<br />nol use1'0"q�"-9
<br />for
<br />7O ,`ucl'd'r
<br />ynlefa Inillaletl
<br />16 t7 18
<br />
|