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NON-CONTROLLED COPY
<br /> INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
<br /> VERIFY REV LEVEL. OF PAPER COPY WITH REV LEVEL ON FPC WEB SITE
<br /> NO Lam.-...S M ?man Y A CESS tv amu.
<br /> SERV ICE MK S7CIGK NO.SITE _ _FITTING I1EG Lf
<br /> LIFTING LUG PAIRS
<br /> (4) PLACES
<br /> USE A MINIMUM OF
<br /> <1) 'TAB AT EACH LOCATION
<br /> RUNWAY 270m
<br /> -D C > PL FOR LIFTING
<br /> + L SEE DTL P 1U° 300° (SEEDETAIL)
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<br /> L a } LAD]OER ATTACHMENT
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<br /> a ;36°(3) PL 145' � � ,' STANDARD COVERT 24'/(8) BOLT MANWAY COVER/PF. (SHOWN)
<br /> T "0 Fa E_1 p STOCK NO, 3218 OR
<br /> ra ; A 0 I -.. ~" 24°/STRAPPED MANWAY COVER/PE:
<br /> LJ W L RtUNWAY ! STOCK NO. 3217
<br /> p n-p � 120° ( 60" (OPTIONAL 24' COVERS AVATLABt_E) -_
<br /> < �e�zn (ROTATED �y
<br /> c ° e INTO VIEW) 90' L - f
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<br /> (4) PLACES (2) PPLACES
<br /> SCALD V=V-O"I I, THIS IS A COMPUTER GENERATED DWG, DO NOT REVISE: BY MANIC,
<br /> { 2, MOLDED IN GALLONAGE MARKERS @ APPROX 60" IN 200 CAL
<br /> i
<br /> I
<br /> INCREMENTS UP TO 7000 GAC., (CENTRAL REGION)
<br /> r MOLDED IN GALLONAGE MARKERS P APPROX 355° IN 200 GAL.
<br /> INCREMENTS UP TO 7100 GAI_, (WESTERN REGION)
<br /> 3, DIMENSIONS WILL VARY :L3% DUE TO VARIATIONS IN MULTIPLE
<br /> MOLDS & CONDITIONS PREVALENT" DURING MANUFACTURE & USAGE,
<br /> CALCULATED G�aI�ACI.TIESf
<br /> VOLUME: IN US, GALLONS CONFIDENTIAL PROPERTY OF
<br /> _-- -- - POLY PROCESSING COMPANY
<br /> I�TSIC,N CAI R5E VOL TC]TAL 001_ NOT FOR REPRINT OR USE A M„_739 :375 "6f�7 WITHOUT PERMISSION
<br /> U§T U E FLEXIBLE nw11 rarl.E
<br /> LOWER SIz��DEAE,E 1 ALL
<br /> L 1 7300 GALLON UPRIGHT TANK
<br /> FITTINGS
<br /> .. .. ... ,. ....__. .. .._.._ ,e. 6 la ,
<br /> ±.. -. nRra RcN re YIR
<br /> c" , RECTOR
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<br /> u J ; ,a', - DATr 2 3-00 PROCESSING Vek a . ax.
<br /> MB WILKEIRSON
<br /> I :ET COMPUTER FILE R#V
<br /> 1 OF 1 100 7300�F
<br /> .. .........................
<br /> KEY NOTES
<br /> ( ' POLYETHYLENE TANK
<br /> a
<br /> °'HF"✓WRACT('R& 'SHALL 3E RESPONSIBLE F
<br /> S I COCiRU 9 NAT I O 1" *)RK 'JF
<br /> ALL. rRr�aE, raa SHALL, VERIFY ALL UIkPt59CNS, rIOITIL . '
<br /> / AC-13 BASE: (l!P \'6_•TOTk,: LBx6x °t1'. L �L.LH} JT, TY LOCATIONSPRIOR ra sTARri c. ✓a
<br /> ,^" ✓ EQUALLY SPACED
<br /> 2. YOTE'S AND DETAILS DN rH SE IRAWINGS SiWL NAKE PRECEDENCE 'YERzo
<br /> 'HESE ;ENERAL 40TES,
<br /> "� GABLE (6-TOTAL' SEE (��G. NO. �aGOT
<br /> ' \ S. THE CONTRACTOR SHALL USE. ADEQUATE HI ERS OF SKILLED NORK'R. N 'AAA') �
<br /> ` ARE C301LETELY FAMILIAR WITH THE SPECIFIED REQUIREMENT'S AW)
<br /> EDGE SCCFrENER (6-TOTAL1ax4"x8" ":1AT BAR THMS ' EDED FOR P R PERF CE 74DRX.
<br /> r" (BENT) 4. CP RETE L HAVE A "S DAY c ESSIVE STRENC14 (F'O OF 2500
<br /> TENSION RING PSI 'AINIfW,U AS (DIRECTED BY ACI31e,-09.
<br /> �7
<br /> `1. DESIGN CRITERIA;
<br /> `DVERNING CWEl INTERNATIONAL WILDII C(m 2006 FDC
<br /> p N✓ CABLE CLAMP (24 TOTAL) SEE DWG. fNO, DC03 SEs AIC: OCCUPANCY CATEGORY II1, DESIGN CATEGORY 'O°, 1-r°25 r iRINO: 100 kP4 BASIC (FASTEST MILE), EXPOSURE: 0, -I,15
<br /> ( H \ SKCIFIC GRAVITY OF CONTENTS-t,%
<br /> OPENING FOR IMF'O TANKS
<br /> N
<br /> 3. HE P SFA L BE RESPONSIBLE FOR VERIFYING L'TCAL 91IJILOING
<br /> ASSIST CEEC Y RE REQUIRED
<br /> - ICT SPECIFICATIONS.L C L ODES OR
<br /> REOV1REGENTS ANI`__1 CONCIRETE SL,AB,/FOOTING 3c fREINFCRCEIVE:N'r DESIGNED PROJECT SP l Y rte' REQUIRED O cc Y WOTaI L1CAl cxv s aR 'Yk7iVIGU,AL BY OTHERS. TI zzzu I. ALL ,STRUC. WISCEL "OUS SHAKS PLATES SMALL PEE (n 0 NILTI' HSI___3 x'96 F F�ANS(UN 7YPF CHC RS (S'11O C}R DES FAFT'RICATFD IN ACC . 'a1TM *SPECtFICATI(N FOR STAINLcss). INSTALL PER ICC ESR_.;S�B ANQ PR0VICOE s Tr AL STEEL F4 WALDINGS, I/AISC 360--w (03 cap-as) eYHE A ICAN INSTITUTE OF STEEL CANT ON, CA STEEL SHAPE'SSPEC;IAL INSPECTION FOR ALL ANCHOR INSTALLATIONS & PLA6ES L. r TO ASTM AM OR A572 (.Te KSI MIN! YIFLO 0 C4g (12-•TOTAL)" MIN. C(ONCfRETTE THICKNESS =- 6 ", S'TREB TH)PwLAN e� 2. A0..L '4EL01N SHIALL "" C %Y "LIFfED WELDERS 'MNG A PRE-
<br /> �.� `� /� AW VED PIKKESS. ALL. *LDS SHALL 'SF: UNIE'(' IN SIZE AND
<br /> "
<br /> 'HOUSEKEEPING PAD IS DESIGNED By OTHERS, APPE E AND FREE OF PIr ES, POROSITY, UNDERCUTTING OTWR
<br /> ANCHORAGE EOE" BASE CLIPS SHALL BE AS FOLLOWS: DEFECTS.
<br /> CASE AJ PAD PLACED MOINOUTHIOALLL.Y" ',KITH 3° ALL WELDING SHAL,L CONFM TO AWS Q9,9•Jd OF TIE STRUCTURAL MELDING
<br /> FOOTING. ANCHOR LENGTH SH{AU_ BE AS C OINT '7ETAILS �' L. c LY WITH A REQUIRES NTS FCA iO1NTS
<br /> C T
<br /> SPEIED IN KEY NOTE. ACCEPTED 4ITHWT QUALIFICATION TESTS,
<br /> CASE B` PASO PLACED SEPARATE FROM FOOTING 4° WELD TAI. SHALL HAVE A WUHMM, Y06ILE STRENGTH OF 70,300 PS1
<br /> ��- (,e, COLD JOINT BETWEEN PAD & MINIMS.
<br /> FOOTING), ANCHOR LENGTH SPECIFIED IN 5. u1,aLESS4 NOTED OTKRWW. STANOM FNaH OF 41 RE NT SYSTDh HARDWARE
<br /> IS HOT--DIPPED CALVAMZED IN ACC kVY A-191 OTHER LTMSHM.
<br /> KEYNOTESHALL BE INCREASED BY 'h'. AvAkABLE UPON REQUEST,
<br /> ! ' I 5, STAINLESS STTE'EL SHAPES CO}-C 3 70 AASTU A276, TYPE 704 DFP 316 (m KS! CL
<br /> O FOR IMFO TANKS, DEPRE S CONCRETE SLAB/FOOTING AT iMFC Vii Ita )70 SIRENGTHI MAY 9E .NUR,M IRM FOR CMWN STEEL SHAPES,
<br /> pp� FLANGE,/PIPING AS REQUIRED. (DESIGNED BY OTHERS) 7, STAINLESS STEEL PLATES C0WOWNG 10 ASTM A187, rU[`"4E�oSae OR 316 (30 KN
<br /> 1 Fa9( r I N874LAUM YIELD STRChKv"TH) LAY SLWTCTUTED FOR CARnN STEEL PLATES
<br /> cmc APS r..
<br /> I ANCF�R VOLTS SHALL ITE F`I.ON I SHED AFED INSTALLED AS SPECIFIED ON 'H 15
<br /> 1� I DRAWING, ANCHOR 0005 NOT FURNISHED sY RXY PROCESSING COLVANY.
<br /> I 'a F FAD OFF THE TA 1s EASED (ISTANa SHOW R OMATITHE FROM rl I.C,C, REPORT 14
<br /> ^ - REFERENCED THIS DRAWIFD. IF HE ACTUAL DISTANCE i LESS P
<br /> wa EXP.X30 QEI K
<br /> 1 T THE ER LLE DY A �dAL I r 9 E D sPEc i AI. r� 9I REo.
<br /> NA s A al l ASSISTANCE
<br /> IS
<br /> Iola. _.
<br /> SIN.
<br /> CI O I " ECT DLALI
<br /> y FC PROVIDE p PROVIDE INSPECTi SERVICES Tp VERIFY THAT 7'Hf INSTALLATION OF
<br /> i1 (/A t--"_ � P QLR ��C � AN. S IS REIW PERFORVEDIN ACMANCE '41Pf THE REFERENCED
<br /> p I.C,C, REPORT,
<br /> G { TANK
<br /> � I p °�`"; z. rte. �Ec;AI INSPECTOR SHALL sUz�«olr A REPORT sEsales OF REPORTS
<br /> 4 p i 1 `WAL.L. { TO THE iBUILDIW OMCIAL, A OTHER DESIGNATED PERWAIS, STATING
<br /> p I THER TNF INSTALLATIoN 'WkS, TO ik UEs'r OF THE ��NSPECTCS
<br /> S ECCE OF K ..EDGE, IN cep WITH AacTYEa r�taras AND SPECIFICATIONS.
<br /> CONCRETE s. ANY OIsr.REPAr�:IF:s G9'.,,ERVED B,^ THE INSPECTOR 54tA6.L � aR0(sT�aT rO
<br /> Tl*,' ATTENTION OF THE CONTRACTOR F, CORRECTION, 'HEN, IF NAME
<br /> 4 rTAgECTED, TO THE ENVIER AND a niE aOlLnlFICIAt. 0
<br /> HOUSEKEEPING PALO �✓ DA
<br /> 11A — .� ✓ SEE NOTE3/21/08
<br /> GRACE NOTED
<br /> / FCONFIDENTIAL ROPrRT7 cr D.K.A.
<br /> I I m" POLY PROCESSING 00,
<br /> (
<br /> J_jI L C1IVIL4 S'Tk?tIC"I'LT'IR&LI, SURVEYING PIN�v ANC7 OTBtER COPdNEI TfUNS TO THE TANK aR G NO.
<br /> ARE pESIGNE'!3 07•IERS, PRO\101C1Pd SGA I.I. 9E "7IF {, 2EzcCOz1e Street
<br /> Lr w�g S V01' FOR 'REPRINT 0R I.USE" 'NITTa(,UT Tulare, CaUtorma R 3274 f
<br /> d� a�d t F �ApE FOR rANK i31SPLACEhfENTS. SIMILAR "O �_. .__.
<br /> THOSE PER A,"'CE7--J„"� SE`ETION 15,7.4, UNLES PERMISSION OF POLY FRrCkSS(hdC 0 J. 5��4�} 888--5263 d0 .
<br /> �(D C(C, �wi 07'HERYMISE RE4)CJ1RjED 3VY ",'HE MANUFACTURER.
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