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m <br />ni) <br />■ <br />7 <br />_ L=OVERALL TANK LENGTH _ <br />18" LD. SECONDARY INSTALL FIDERGLASS HOLD <br />CONIAINMENT COLLS DOWN STRAPS OVER TANKS FIBERGLASS HOLD <br />AT AREAS MARKED ON TANKS DOWN STRAP <br />ONLY, (TYP OF 4) <br />/ 4 <br />/ WIRE ROPE CABLE, <br />I TURN BUCKLES, AND <br />CABLE CLAMPS, <br />1 (SEE SPECS) <br />I I I I <br />A_L B C D <br />1 F=OVERALL DEADMAN LENGTH <br />91 <br />DEADMAN AND HOLD DOWN STRAP INSTALATION <br />F=OVERALL DEADMAN LENGTH <br />_ _ _ B -- }} - ----D--- E <br />REBAR ANCHORS USE b8 <br />1'-0" TYPICAL RC[TnR RCBAR FOR SINGLE STRAP I <br />ANCHOR DIMENSIONS ANCHOR. USE #10 REBAR <br />,N FOR DOUBLE STRAP ANCHOR <br />(TYPICAL). <br />in �`F:;..�.,tX..�z._...��....'LO:�".::>...._Y=_u,_...z__�..s...y�.. �. y.l��-��-"'tl-_. ..�'_'t��I'....-�.''��.T.��y...:-.-y...����'`.���-���'C��..t'• <br />1_I) 1_ t -- TYPICCLDEAQMAN ELEYATI2 <br />/,,-/J10 REBAR ANCHORS <br />- 4-g6 BARS <br />'N <br />- pB REBAR ANCHORS <br />L <br />A <br />B <br />C <br />D <br />l--l=....h__.__.I..Y_1..__a....ly....__.-1__LW m—•._I—ml.m <br />-�1- 4 1 a <br />t--rm-...e..1..-.,. .., .o_7mm 1r1------1.... .. �Y�-_ <br />I_c4=_�__ __=l�m�=— —1�=I�vY�vvv vslmv fav <br />_-l_mL..mv--'1—ml' <br />-T--1 .'----_i -. -11"' <br />v�vmb+ mvv -Ivvl� <br />mml—m—m Jl_.mLmmmmmmL.mL.I <br />-_I_-"Ilmm1T.mmmmm- im-11. _1I <br />vvmlmvvs� vp vlvvj. .� <br />`N <br />(4) <br />600 <br />GAL <br />7'-4" <br />2'-2" <br />iv <br />N/A <br />N <br />N/A <br />V-2" <br />9' -4 - <br />/,,-/J10 REBAR ANCHORS <br />- 4-g6 BARS <br />'\Z 94 X 1'-0" REBAR SPACERS AS SHOWN <br />TWQ__T-ANK_QE_ADMAN PLAN <br />MODEL/SIZE <br />- pB REBAR ANCHORS <br />L <br />A <br />B <br />C <br />D <br />l--l=....h__.__.I..Y_1..__a....ly....__.-1__LW m—•._I—ml.m <br />-�1- 4 1 a <br />t--rm-...e..1..-.,. .., .o_7mm 1r1------1.... .. �Y�-_ <br />I_c4=_�__ __=l�m�=— —1�=I�vY�vvv vslmv fav <br />_-l_mL..mv--'1—ml' <br />-T--1 .'----_i -. -11"' <br />v�vmb+ mvv -Ivvl� <br />mml—m—m Jl_.mLmmmmmmL.mL.I <br />-_I_-"Ilmm1T.mmmmm- im-11. _1I <br />vvmlmvvs� vp vlvvj. .� <br />`N <br />(4) <br />600 <br />GAL <br />7'-4" <br />2'-2" <br />N/A <br />N/A <br />'\Z 94 X 1'-0" REBAR SPACERS AS SHOWN <br />TWQ__T-ANK_QE_ADMAN PLAN <br />MODEL/SIZE <br />- pB REBAR ANCHORS <br />L <br />A <br />B <br />C <br />D <br />E <br />2-#6 BARS <br />II <br />`N <br />(4) <br />600 <br />GAL <br />7'-4" <br />2'-2" <br />N/A <br />N/A <br />N/A <br />V-2" <br />9' -4 - <br />DWT -2 <br />(4) <br />1000 <br />GAL <br />11'-3" <br />1'-5 <br />1/2" <br />N/A <br />N/A <br />N/A <br />1'-5 <br />1/2" <br />13' -3 - <br />DWT -2 <br />(8) <br />8000 <br />GAL <br />4- <br />3'-3 <br />7/8" <br />8'-3" <br />1'-10 1/4" <br />8'-3" <br />T-3 <br />7/8" <br />- <br />DWT -2 <br />(8) <br />10000 <br />GAL <br />30'-6" <br />3'-3 <br />7/8" <br />8'-3" <br />7'-4 1/4" <br />8'-3" <br />3'-3 <br />ONE TANK_LILADM AN PLAN N4 X 10" REBAR <br />SPACERS AS SHOWN <br />N,UII <br />(8) <br />12000 <br />GAL <br />36'-0" <br />S-3 <br />DI ADMLN <br />FOR <br />TANKS DWI -4, 1000 CALLON AND SMALLER, SHALT. <br />HE CAST <br />3'-3 <br />7/8" <br />A'; A <br />SINGLL <br />I'ILCE, DEADMEN FOR TANKS DWI -4, 8000 GALLON <br />AND LARGER, <br />29'-2 1/2" <br />5'-6 <br />y <br />MAY <br />DE CAST <br />IN TWO PICCCS AS SHOWN FOR [ASI " Or HANI111NC. <br />INSIDE CNDS <br />5-6 <br />1/4"31' <br />MUtiI <br />HL MARKED <br />FOR ULNTIFICAIION, <br />I_] I I DEADMAN DETAILS <br />tq L <br />0 <br />10 <br />11 <br />12 <br />13 <br />TANK <br />MODEL/SIZE <br />L <br />A <br />B <br />C <br />D <br />E <br />F <br />DWT -2 <br />(4) <br />600 <br />GAL <br />7'-4" <br />2'-2" <br />N/A <br />N/A <br />N/A <br />V-2" <br />9' -4 - <br />DWT -2 <br />(4) <br />1000 <br />GAL <br />11'-3" <br />1'-5 <br />1/2" <br />N/A <br />N/A <br />N/A <br />1'-5 <br />1/2" <br />13' -3 - <br />DWT -2 <br />(8) <br />8000 <br />GAL <br />25'-0" <br />3'-3 <br />7/8" <br />8'-3" <br />1'-10 1/4" <br />8'-3" <br />T-3 <br />7/8" <br />27' -0 - <br />DWT -2 <br />(8) <br />10000 <br />GAL <br />30'-6" <br />3'-3 <br />7/8" <br />8'-3" <br />7'-4 1/4" <br />8'-3" <br />3'-3 <br />7/8" <br />32'-6" <br />DWT -2 <br />(8) <br />12000 <br />GAL <br />36'-0" <br />S-3 <br />7/8" <br />11'-0" <br />7'-4 1/4" <br />11'-0" <br />3'-3 <br />7/8" <br />38'-0" <br />DWT -2 <br />(10) <br />15000 GAL <br />29'-2 1/2" <br />5'-6 <br />1/4" <br />6'-10 1/2" <br />3'-0 1/2" <br />8'-3" <br />5-6 <br />1/4"31' <br />2-1/2" <br />1/4"=1'-D" I K10 I TANK AND DEADMAN LENGTHS <br />1/2"=1'-0" <br />NOTE; <br />LENGTHS FOR OWENS-CORNING DOUBLE WALL TANKS. <br />SEE TANK MFR FOR STRAP LOCATIONS. <br />3'-0" <br />�L <br />1'-0�7I 1, 6• <br />- <br />=11 <br />IIIIIIIIIIIIII=I \ I I <br />I I IIII IIII II'.I=\ <br />IIII IIII \ <br />FILTER FABRIC <br />p'8 REBAR ANCHOR I H10 REBAR ANCHOR <br />SEE pt I SEE D1 <br />ONE TANK DEADMAN EA GRAVEL BED TWO TANK DEADMAN <br />10 DEADMAN AND FILTER FAB:RIO INSTALLATION FOR WET HOLE <br />15 16 , 17 , 13 <br />NOTES <br />1. TANKS MUST BE ANCHORED WHERE HIGH WATER TABLES EXIST', <br />SURFACE WATER COULD FLOW INTO HOLE OR OTHER WATER <br />CONDITIONS COUCD EXIST IN A DRY HOLE IF THE OVERBURDEN <br />DIRECTLY ABOVE THE TANK WEIGHS LESS THAN THE BOUYANCY <br />OF THE EMPTY TANK IN A WET HOLE CONDITION, IF WATER <br />COULD ENTER THE TANK HOLE, TANKS MUST BE ANCHORED <br />2. THE DETAILS SHOWN HEREON ARE FOR "CAST -ON-SITE" <br />CONCRETE DEADMEN, THE CONTRACTOR MAY, AT HIS OPTION, <br />USE PRECAST CONCRETE PILE DEADMEN IN ACCORDANCE WITH <br />CURRENT TANK MANUFACTURERS LITERATURE AND L <br />REQUIREMENTS. PRECAST CONCRETE PILE DEADMEN MUST BE <br />SIZED TO PROVIDE ADEQUATE HOLD DOWN FORCES. REFER TO <br />TANK MANUFACTURERS PUBLICATIONS, <br />3. ALL 15,000 GALLON, 10'-0"0 TANKS REQUIRE THE USE OF <br />CONCRETE DEADMEN. - <br />NONE <br />1/4"=1'-0" <br />ATE I FLEV18Y01\18 <br />TANK HOLDOWN DETAIL <br />Shell Oil Company <br />K <br />x <br />c: <br />SHEET <br />11� -F3 <br />10 <br />10 11 12 13 14 15 lf3 <br />/rl mn, n, rwm�uv u, Duane urrcrn+'r. < <br />C� <br />