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<br />...... .. . .
<br />BOUYANCY �CALCS FOR 6000 CAL. MUMS WALL TANK
<br />BOUYANCY CALGS FOR 5000GAL. WWI, WAL4 TANK bOUYAINCY CALCS FoJR 4000 GA4. DOUBLE, WALL TANK
<br />V) (A V)
<br />0�1
<br />...... . ..... ..
<br />T 0"I
<br />LJ R FA C E C�'Cfl SLA;:l AREA I SUR[-`A(,E' G(�4C� SLAO AR
<br />J 1 1 9 2 E," A
<br />2 0 0
<br />(A 216,26 �3 F A2 *186,8 �`,�Y,,) (A 58,1 S, F,
<br />i", � 1 5 93
<br />CONIC, `i,�,,AE3 AM�','_A
<br />o
<br />4f ol� ;l
<br />--- 7 -7
<br />77 7'7777'7-7 7, 7",,177
<br />4'-C)"
<br />m cy-
<br />//v
<br />"Y' V) o _j
<br />uj S
<br />q5*
<br />�z z 0
<br />I o C)
<br />7, IT
<br />X
<br />/A,','3 C, A i I CJ,' 7 4 8
<br />0" L 12' _111Z
<br />. .. ...... ... ... . C'i U-) %t 0
<br />I R E FLLLL,[;� 2� A, 18 x 7,8,3 14 0 94 S, F� 117.45 SF�
<br />1, 1 5�00 7.8, R E A: A,=12,083 x 7,83 9 4 61 S,, F,
<br />3 2, Q 2. QI,5_
<br />2� V 86-7,47 = 72Z9 , j.INE�
<br />V _,yQ V 581 �8
<br />�"3, val.L F =62.4 x 867,47 54,1,30.27 �R_S' 91 El F = 6 2.4 x 722i9 45,109,0 LO& 31 W-1 uil, EM�Q'Klil F =62,4 x 58t8 6,304,3 9
<br />TOR SYSTEM) 4�
<br />(USE DRY �NTERSTICE MONI (USE DRY iNTERSTICE MONITOR SYST�M) 4.
<br />RCE -5; (USE DRY INJERSTICE MONFT'OR SYSTEM)
<br />,i_ -rANK WE"IGH T 9100 1_8":3� 4-, TANK wr.n+r' 8800 LB& + TANK Wt-,IGHT 6800 LB&
<br />+ 8" CONC. SLA8/W0GHf' 150 LBSJC�F, 8" CONC, ',`3LA8/WEl,GHT rm 150 LB&/01. + 8" CONC. SLAB/WEIGHT 150 LBS,/C.F�
<br />S, L A 6 AREA A� =22 x 9,83 = 216�26 Sl� SLAB AREA A, - 19.00 x 9.83 = 1'86 8 S,F� SLAB AR
<br />EA A2=16,083 x 9.83=1,58 ' 1 S. F.
<br />SLAB WEiGHT EXCL,UDiNG REINFORCEMENT= 150 x 216.26 x .67 21734,13 LBs, SLAB WEIGHT EXCLUDING RE'INFOR'CEM&�T ;;,x'f50 x 186.a x .67 '18773 LBS. SLAB WEIGHT EXCLUDING REINFORCEMENT= '150 x 158.1 x .67 15889 LBS�
<br />+ WEIGHT OF PEAGRAVEL OR SAND OVERBURDEN VOLUME + WEIGH'T OF PEAC?RAVEL OR SAND OVM3ob�N VOLUM� + WEIGHT OF PEAGRAVEL OR $AND OVERBURDEN VOLUME
<br />15
<br />FROM CEN rER OF TANK TO CONCRETE SLAB. FROM CE"NiTER OF 'TANK TO CONCREfF! SLAD, CENTER OF TANK TO CONCRETE SLAB
<br />(USE 4'--0" MIN,. BURY DEPTH TO F�NISH SURFACE (USE 4'�O" MIN., BURY DEPTH 'TO FINISH $URFAQf- (USE 4'-0" MIN. BURY DFPTH �rO FIN)SH SUi�FACE
<br />3 -4" rO SL,AF3 BOTTOM) WITH SUBMERGEO WEI ]V-42' TO SLAB EbOTTOM) WITH SU13WROL�0' �IEJOHT 4" TO SLAB F30TTOM)'WITH S)UOMERGED WE[CwT
<br />OF' SAND OR PEAGRAVEL ->.. 60 LB$,/C,F, AND OF $AND OR PEAORAVEL �� 60 LB , S,,/C,.,F-". AN01,'' QF $AND OR PEAGRAVEL �h 60 LBS�/C,F, AND
<br />OVERBURDEN VOLUME FROM CENTER OF' TANK 'ro OVERBURDCN VOLUME FROM CENTER OF TANK 7`0 QVERBURDEN VOLUME FROM CENTER OF rANK TO
<br />CONC, Sl_Af,'3 h/,3(Al-,I- Az+ \/_A7_7_,,__ )--1/2V
<br />t 2 CONC. SLAB h/3(Aj + A2,4- V -A -1-A-27 )--l'/2V CONC� SLAB h/3(Aj+ A2+ \/_A',_A_j)-1/2V Z-1
<br />7�25/3(140,944-216,264, VT40,94 x 216.2�))-(1/2 x 867.47) 7.25/3(117� 45+186,8+VT T"If-86'.8)-(1/2 x 722.9),,
<br />$51,41 C.F, x 60 LA3SIC1, 1 7.25/3'(9,4.61 +158,1 + \/9,T 'T)-(1/2 x 581.8)
<br />- -*1 Q A F2 1 - L U, 7,31.78 C,F, x 60 Wls'�IC;' F. 1,8S, 615.13 C.F, x 60 L6S,/C,,F. 36907�7 M.
<br />I i0L.QD0WN FORCES 8191836 L ' Rs� >2_ HOLD --DOWN FORCE$ 714793 LBS. 11OLD-DOWN FORCES 5959634 LOS.
<br />5, 81918.76--54130,27 27788�49 LBS� 5, a5 5� F=,X
<br />59,596,74--,36304,3 21' 292,44 LBS�
<br />7147 510910 26370,7 Lf3s,
<br />3
<br />6, FAC r0fl__QF'� -j" 1(�_ 6, F
<br />.,,2AEQTY,_jE_XQ,�V N r 0
<br />_Qj_Sz__E_R&jMq C
<br />r.S, 81978,76/5411-30�27 OK F%S, = 59696,74/36304,3 OK
<br />F,S. 71479�7/45109�O OK
<br />UL OSE 8" THICK, 22' x 9,83' CONC� SLAB
<br />CQ_kQ'tjX`L USE 8" THICK, 19.00 x 9,83' CONC. SLAB CeSo_)NcU�LSt_Q__k,_ USE 8" THICK, 16.083' x 9,83' CONC. SLAB
<br />_5 QR,
<br />TANK: 4'--0" 8(JRY DEPTH TO FINISF1 SURF"ACE rANK: 4'--0" BURY DF.15TIA TO FINISH SURFACE TANK� 4'-0" BUk'y oEP"rFf TO FINISH SURFACE
<br />I "k I -,R.
<br />5-UFIELFA. ENL6L,_.AN H�a
<br />BACKFR-1 COLUMN BACKFILL COLUMN BACKFILL C04UMN
<br />(fYP BOTH SIDES) TH SIDES) (TYP BOTH SIDES)
<br />SUBMERGED WT, =,�� 60 L85�/G�F, (TYP BO
<br />0 LBS�/C.F� SUBMERGED WT, = 60 LBS./C.F�
<br />6
<br />SIJOMERGED WT,
<br />CONCRETE DEADMAN CONCRETE DEADMAN
<br />1' x V-0" x 20' LG� CONCRETE DEADMAN
<br />V x V-0" x 14,083' LG�
<br />(TYP BOTH SIDES) I x V-0" -x 17.00' LG, V) #
<br />-30TH SIDES) (TYP BOTH WES)
<br />(]"YP
<br />SUBMERGED WT.= 87,6 LBS,/C,F',
<br />�v� "_J SUBMERGED WT. = 87.6 LBS./C�F,
<br />SUBMERGED WT. = 87.6 LBS./(.F�
<br />1' x I' x 20' 2 0 C F x 2 x 8 7,6 L 8 S, 3504 LB& 1' x 1' x 17,00' 17.00 C,F, x 2 x 87.6 LUS. 2978,�4 I -B& V x V x 14,083' 14.083 C,F. x 2 x 87.6 LBS. = 2467.34 LBS.
<br />1 '1 z
<br />fjl_-L__Q,,QLU9N, CL
<br />V x 11,17' [11 x 20' - 223,4 C.F. x 2 x 60 LBS, 26808 LBS, 1' x 11.17' HI x 14,083' '157,31 C,F, x 2 x 60 LBS. = 18876.85 Las,
<br />I x 11,17' Hl x 15.00' 167,55 C.F, x 2 x 60 LB& LB&
<br />'ro'TAL ADDITIQNAL DOWNFORCE
<br />'303 _�ol Woo TOTAL ADDITIONAL DOWNFORCE 19 L,B-§."
<br />TOTAL ADD1110NA(_ DOWNF'Ok.CE 23084�4 L, S.
<br />FACTC, fLi.-,QE�l--$A-FL-LY..,,,,,,,WjLt�-!,.---kW,�llari5,', FAC, AN 0
<br />FA!L,'- (2R,_ _,5_AEt__ 43
<br />�30312 + 81918.76 1_12230,26 '5084.4 -f- 71479.7 4564,11 2,1344,19 + 59519634- 80940�96
<br />OK 9 J_j.,�3
<br />54130,27 54130,27 OK, 304�3 OK
<br />45109.0 45109,0 36304,3 36,
<br />---------- - ----- . . ..... o
<br />No,rE-, G.T.E. REQUIRES ALL TANKS X
<br />SHOWN
<br />CONTRACN�'TOR S OPTION,
<br />INS'TALL, 12"' CONCRElE SLAB WITH 6 x 6" 10 10 W, Wr, F',
<br />�JNDER TANK INSTFAD OF DEADMFN AS INDICA,rFD, OBTAIN
<br />GTE ENGINEER'S APPRIOVAL PWOR TO �NSTALLATWN,
<br />z
<br />WHEN rANK HOLE IS TO BE SHORED, CONTRACTOR 'ro PROV0E
<br />SHOFR�NG DE'SIGN AND CALCULATIONS TO GTEE' FOR THEIR Fit -ES,
<br />U.
<br />___L J-1 ANCHOR rANK rO EXISTING. (JNDER TANK SLAB WITH
<br />... . ..... ... . .....
<br />HR -TI HIT DOWELUN(3' (C-10) ANCHORING SYSTEM
<br />AND 1"0 rHREADE0 RODS (THREAD 9" BOTH ENDS)
<br />2,000 GALLON 'TANK REQUIRES 60" LONG ROD$,
<br />uj
<br />4,000 & 6,000 GALLON TANKS REQUIRE 71" LONG ROD&
<br />1/4" X 3" HOT DIP GAL.VANIZED FLAT BAR HOLD DOWN STRAP
<br />AS PROViDED BY TANK MANUFAC"ll)RER. BRUSH WITH F113ERGLASS
<br />RES�N, THEN WRAP WITH 30 MIL BLACK PiPE WRAP rAPE, INSTALL.
<br />OVER 6" WIDF EPDM RUBBER �SOLATION STRAP.
<br />TURERS) Ld
<br />(AVAILABLE FROM STEEL TANK INSTITOTE MEMBER TANK MANUFAC
<br />V) (5
<br />TANK ANCHOR STRAPPING REQUIREMENT MAY BE ALTERED OR CHANGED �q
<br />BY A GTE REPRESENTATIVE ro MEET SPE'CIFIC NEEDS OF THE SITE LOCATION
<br />INSTALL DEADMEN EVEN 0
<br />WITH OUTSIDE EDGE OF
<br />TANK ('TYP,) .0
<br />l" DIA. HOT DIP GALVANIZED ROUND BAR W110" LONG THREAD & 2 NUTS
<br />AS PROVIDED BY 'TANK MANUFACTURER. BROSH WITH FIBEROLASS RESIN,
<br />DIEN WRAP WITH 30 MIL. BLACK PIPE WRAP. GROUND 'TO �TrS'r STA, ANODE
<br />T
<br />JUNCTION PANEL W/#8 HM`N-PE WRE COMMON TO ALL LOCATIONS.
<br />F"'
<br />X
<br />C11
<br />m
<br />'A
<br />rU AG
<br />\-THREAD ROE) ANCHORS ATTACHED 'ro #4 REBAR TYPICAL oF* ALL. Io -
<br />12" SOUARE CONCRErE HOLD --DOWN LOGS x LENGTH
<br />(TYP�) 4 2' W(4)/#4 REBARS RUN LONGI FL)DINALLY W/#3 flEs AT LOCATIONS. (IF SLAB 6 ()TILIZED, TIE #4 x 24" REBAR 'TO
<br />0 ' I �,�) SHEET: 4 OF 8 141
<br />18" O.C. MAINTAIN 3 CLEAR SPACE ALL AROUND WIRE MESH & A"T'TA(,.H THREAD ROD ANCHOR� TO #4 REBAR,) /�i
<br />7�7
<br />5' 6N 20 104
<br />OTE SP22,25S4
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