INSTALL_1995 - Laserfiche WebLink

Home Browse Search

I'vi K J R. pq 3 I 6 #10 REBAR ANCHORS 6 I-OVFRAI I TANK I FNr.TH AT AREAS MARKED ON TANKS DOWN STRAP 7 K1 I DEADMAN AND HOLD DOWN STRAP INSTALATION F=OVERALL DEADMAN LENGTH F=OVERALL DEADMAN LENGTH a 6" 8" 1'-O" TYPICAL REBAR REBAR FOR SINGLE STRAP REBAR ANCHORS USE N8 ANCHCR DIMENSIONS I ANCHOR, USE #10 REBAR FOR DOUBLE STRAP ANCHOR (TYPICAL). EQ EO TYPICAL DEADMAN ELEVATION 10 TI 12 13 M TANK 48" I.D. SECONDARY INSTALL FIBERGLASS HOLD #10 REBAR ANCHORS L CONTAINMENT COLLAR DOWN STRAPS OVER TANKS FIBERGLASS HOLD B AT AREAS MARKED ON TANKS DOWN STRAP D E ONLY, (TYP OF 4) EF r-- -------------- ----- -------------- - --� 600 GAL 7'-4" 2'-2" N/A WIRE ROPE CABLE, \ I TURN BUCKLES, AND 1 I CABLE CLAMPS, 1 (SEE SPECS) I GAL 11'-3" 1'-5 1/2" N/A N/A N/A — — —.— — — — — — — — — — — — — — — — — J 1/2" 13' -3 - DWT -2 (8) 8000 A I I I I B C t D E 3'-3 7/8- K1 I DEADMAN AND HOLD DOWN STRAP INSTALATION F=OVERALL DEADMAN LENGTH F=OVERALL DEADMAN LENGTH a 6" 8" 1'-O" TYPICAL REBAR REBAR FOR SINGLE STRAP REBAR ANCHORS USE N8 ANCHCR DIMENSIONS I ANCHOR, USE #10 REBAR FOR DOUBLE STRAP ANCHOR (TYPICAL). EQ EO TYPICAL DEADMAN ELEVATION 10 TI 12 13 M TANK MODEL/SIZE #10 REBAR ANCHORS L A B C D E EF DWT -2 (4) 600 GAL 7'-4" 2'-2" N/A N/A N/A V-2" g'-4- '-a"DWT-2 DWT- 2 (4) 1000 GAL 11'-3" 1'-5 1/2" N/A N/A N/A V-5 1/2" 13' -3 - DWT -2 (8) 8000 GAL 25'-0" 3'-3 7/8- 8'-3" V-10 1/4" 8'-3" 3'-3 7/8" 27' -0 - DWT -2 (8) 10000 GAL 30'-6" 3'-3 7/8" 8'-3" 7'-4 1/4" 8'-3" S-3 7/8" 32'-6" DWT -2 (8) 12000 GAL 36'-0" 3'-3 7/8" 11'-0" T-4 1/4- 11'-0" 3'-3 7/e" 38'-0- DWT -2 (10) 15000 GAL 29'-2 1/2- 5'-6 1/4" W-10 1/2" 3'-0 1/2" 8'-3" 5'-6 1/4" 31' 2-1/2" 1/4"=1'-0" I K10 I TANK AND DEADMAN LENGTHS E Illy_ 111=\ + 1'-0" IIII�IIII� IIII I 511=_511a IIII . ! IC OD i8 9 �- N O 0 0 O z,, NB REBAR ANCHORS , 2-#6 BARS N mll 4-1--i---_--..1_-L-J4I--_Mrrr-=rrte-ii .JI4 -- - -4 mR--aTm ��.-r r r+v -- m�rrP9 ONE TANK DEADMAN PLAN#4 X 10" REBAR SPACERS AS SHOWN TN QIL- DEADMEN FOR TANKS DWT -4, 1000 GALLON AND SMALLER, SHALL BE CAST AS A SINGLE PIECE. DEADMEN FOR TANKS DWT -4, 8000 GALLON AND LARGER, MAY BE CAST IN TWO PIECES AS SHOWN FOR EASE OF HANDLING, INSIDE ENDS MUST BE MARKED FOR IDENTIFICATION. D1 I DEADMAN DETAILS FILTER FABRIC ONE TANK DEAD )(SEEREBD'R ANCHOR EA GRAVEL BED NOTE: LENGTHS FOR OWENS-CORNING DOUBLE WALL TANKS. SEE TANK MFR FOR STRAP LOCATIONS, #10 REBAR ANCHOR SEE D1 TANK DEADMAN 1s 1s n to NOTES 1. TANKS MUST BE ANCHORED WHERE HIGH WATER TABLES EXIST•, N4 SURFACE WATER COULD FLOW INTO HOLE OR OTHER WATER CONDITIONS COULD EXIST IN A DRY HOLE IF THE OVERBURDEN DIRECTLY ABOVE THE TANK WEIGHS LESS THAN THE BOUYANCY OF THE EMPTY TANK IN A WET HOLE CONDITION. IF WATER COULD ENTER THE TANK HOLE, TANKS MUST BE ANCHORED 2, THE DETAILS SHOWN HEREON ARE FOR "CAST -ON-SITE" CONCRETE DEADMEN. THE CONTRACTOR MAY, AT HIS OPTION, USE PRECAST CONCRETE PILE DEADMEN IN ACCORDANCE NTH CURRENT TANK MANUFACTURERS LITERATURE AND L_ REQUIREMENTS. PRECAST CONCRETE PILE DEADMEN MUST BE SIZED TO PROVIDE ADEQUATE HOLD DOWN FORCES. REFER TO TANK MANUFACTURERS PUBLICATIONS, 3, ALL 15,000 GALLON, 10'-0"9 TANKS REQUIRE THE USE OF CONCRETE DEADMEN. NONE G10 I DEADMAN AND FILTER FAmc INSTALLATION FOR WET HOLE I 1/4' -l' -O" 1 TANK HOLDOWN DETAIL 13 J H 1 F E U Shell Oil Company A SHEET TP -8 1 2 1 n K 6 -�' TI A 10 11 12 13 14 1"s rnl eur17iv, .0..v •II arum 1 mn," 4nman I #10 REBAR ANCHORS 4-N6 BARS N Af -J_rL_ro ... L ...-r_J__IL r_r_1_rL- -A__L"__.---j _LrLrrrJrrLrr-rrrlrrLJ a N I h -1---4 1 4-1r r1.r 1 pr Ir�r1_--}1 + - N ri-Ir----r 1 _rrrur-rlrrr-"1--r ------1--rr r trr ---r _.T--rrlr----yrrl.rrrrr Ir-ry L3__ ------ -lr.{� m ammi®mvaslvrs6-----_I—J.- _4 -- -mm /4-1-T-Irrr-.Jrrl------- J a4 X 1'-0" REBAR SPACERS AS SHOWN ' TWO TANK DEADMAN PLAN r - IC OD i8 9 �- N O 0 0 O z,, NB REBAR ANCHORS , 2-#6 BARS N mll 4-1--i---_--..1_-L-J4I--_Mrrr-=rrte-ii .JI4 -- - -4 mR--aTm ��.-r r r+v -- m�rrP9 ONE TANK DEADMAN PLAN#4 X 10" REBAR SPACERS AS SHOWN TN QIL- DEADMEN FOR TANKS DWT -4, 1000 GALLON AND SMALLER, SHALL BE CAST AS A SINGLE PIECE. DEADMEN FOR TANKS DWT -4, 8000 GALLON AND LARGER, MAY BE CAST IN TWO PIECES AS SHOWN FOR EASE OF HANDLING, INSIDE ENDS MUST BE MARKED FOR IDENTIFICATION. D1 I DEADMAN DETAILS FILTER FABRIC ONE TANK DEAD )(SEEREBD'R ANCHOR EA GRAVEL BED NOTE: LENGTHS FOR OWENS-CORNING DOUBLE WALL TANKS. SEE TANK MFR FOR STRAP LOCATIONS, #10 REBAR ANCHOR SEE D1 TANK DEADMAN 1s 1s n to NOTES 1. TANKS MUST BE ANCHORED WHERE HIGH WATER TABLES EXIST•, N4 SURFACE WATER COULD FLOW INTO HOLE OR OTHER WATER CONDITIONS COULD EXIST IN A DRY HOLE IF THE OVERBURDEN DIRECTLY ABOVE THE TANK WEIGHS LESS THAN THE BOUYANCY OF THE EMPTY TANK IN A WET HOLE CONDITION. IF WATER COULD ENTER THE TANK HOLE, TANKS MUST BE ANCHORED 2, THE DETAILS SHOWN HEREON ARE FOR "CAST -ON-SITE" CONCRETE DEADMEN. THE CONTRACTOR MAY, AT HIS OPTION, USE PRECAST CONCRETE PILE DEADMEN IN ACCORDANCE NTH CURRENT TANK MANUFACTURERS LITERATURE AND L_ REQUIREMENTS. PRECAST CONCRETE PILE DEADMEN MUST BE SIZED TO PROVIDE ADEQUATE HOLD DOWN FORCES. REFER TO TANK MANUFACTURERS PUBLICATIONS, 3, ALL 15,000 GALLON, 10'-0"9 TANKS REQUIRE THE USE OF CONCRETE DEADMEN. NONE G10 I DEADMAN AND FILTER FAmc INSTALLATION FOR WET HOLE I 1/4' -l' -O" 1 TANK HOLDOWN DETAIL 13 J H 1 F E U Shell Oil Company A SHEET TP -8 1 2 1 n K 6 -�' TI A 10 11 12 13 14 1"s rnl eur17iv, .0..v •II arum 1 mn," 4nman I