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KEY NOTES <br /> a POLYETHYLENE TANK 1 .- !ll <br /> M TRACE"I"SALfMLL IS 5"61BU Fa M a <br /> 9 Ca=ImTING MONK O I I I <br /> — ALL S AND L vERIFY ALL DILp6TOS,CONDITIONS.S.A <br /> O <br /> AC-13 BASE CUP (6-TOTALi: ex6x 'x t'-2" (LLH] vrlun LOCATIONS rRNA ro sT,wrlMe Iuor. s i <br /> / \ Q EQUALLY SPACED 2. Mg M�AIILS O MSE w.1ND6 SMALL 111E PRECEDENCE GVER z <br /> / C \ O }"R CABLE (6-TOTAL) SEE DWG. NO. 0001 1. M OSARACTOW SNALL mE ADEONR NLkSM OF SKILLED SO MNEN WIO <br /> / \ ARE COftETELY FAMILIAR WITH M![CIF 1110 IIOlIR3[Mn AND <br /> OD EDGE SOFTENER (6-TOTAL)-}"x4"x8" FLAT BAR <br /> IETUm NSID0 Fa PIOUI FENOWAMM GF M IoM. <br /> e 1 P. PSI MINI U MAS INKS A 20 DAY NH[SSIK STRENGTH(F'e)OF 2500 <br /> / - (BENT) PSI YIMIYY r 0111[CTID n ACI]111-m, <br /> 6 1 OE TENSION RING S. 011SIGIN CRITERIA: <br /> OTOSIIlD OII: 1NIdATIoIYL BUILDIb CDM.260E CO. <br /> D I O CABLE CLAMP (24 TOTAL) SEE OWG. NO. 00O3 SEIBUIC:OCCUPANCY CATEGORY 111,DESIGN CATEGORY'0'. H.1.2s <br /> F / WIND: 100 WN 61510(FASTTST MILE).E2POMUE 0. 1+1.15 <br /> 1 SPECIFIC OPAVITY or.ONTFMTS"1.9 orn <br /> H \ O O OPENING FOR IMFO TANKS a. M FUNDY=SMALL WE IEypRIRE FOR VERIFYING Lara BUILDING <br /> \\ OH 00 <br /> C7 N"•g <br /> CODE KOJIF40 S AD/7 PI"7 SPECIFICATIONS.ENGINEERINGASSISTANCE MV RE 1 'a rty WITH tDC1L CODES OR 1orv1aMtCIS <br /> CONCRETE SLAB/FOOTING REINFORCEMENT DESIGNED PROIEa SPECIFICATIONS. <br /> Y <br /> _ <br /> 5-6-- <br /> 1. <br /> N <br /> A \ D / BY OTHERS. e1.1_rtRiRu frreT eaTEs D< - <br /> \ 1. ALL STMCTIWIN ALIO MIffiLANw6 911/6 ND Fl TES SMLL BE w Qj.L Go <br /> i O 'HILT' HSL-3 MIS EXPANSION-TYPE ANCHORS (STD OR MIDOm ANO FABRICATED 1N ACCONGS, NQ WITH'SPECIFICATION FOR r-I <br /> 0 MEAMIC STEL FOR E OF0STE5,CONSTRUCTION. <br /> ON.CA (63-09-05)SY <br /> ——� STAINLESS). INSTALL PER ICC ESO-1545 AND PROVIDE M AIEAI[M INSTITUTE OF STEEL a6TBUCTla.u1mR STEEL SCALERS K� <br /> O. <br /> SPECIAL INSPECTION FOR ALL ANCHOR INSTALLATIONS 6 PEARS 9MLL LaTO AM x5 <br /> AM OR ASTI(311 1 MIMHAM YIELD <br /> ser v <br /> (12-TOTAL). MIN. CONCRETE THICKNESS 8}". srRdcTN). <br /> H <br /> 1, ALL ADENO SNCL Ai DOW SY oIK 1Bl t9 am19 USIID A PRE- <br /> Witt <br /> _ <br /> PLAN VIEW APPEARAN <br /> PROCESS. <br /> ALL IaoS SNCL OE UITY.U IM s1R ND Q i E:a <br /> O HOUSEKEEPING PAD IS DESIGNED BY OTHERS. <br /> APPEARANCE Alp FREE OF FEMALES.POOSI TY.UDAKJRTIN6 a oflQ <br /> K ANCHORAGE OF BASE CUPS SHALL BE AS FOLLOWS: wcm. <br /> CASE A: PAD PLACED MONOLITHICALLY WITH 3. ALL 40.11106 NOLL CWCM TO AS 01.1-011 OF M STRUCTURAL WELDING <br /> FOOTING. ANCHOR LENGTH SHALL 811 AS aRE..Ia1NY DETAILS WILL war WITH A!REQUIREMENTS FOR JOINTS <br /> ACCEPTED WITTOIR oWLIrIUIION RSR. <br /> SPECIFIED IN KEY NOTE IQ A. N�LLBU <br /> 7AL S IME HAVE A NHNAL TENSILE STRICT"OF 70.000 PSI <br /> CASE 8: PAD PLACED SEPARATE FROM FOOTING 1NINIIAr. <br /> (i.e. COLD JOINT BETWEEN PAD do <br /> FOOTING). ANCHOR LENGTH SPECIFIED IN s. 1.wm NOTm GMEMBGNJMe[SIN bw AES Of ALL R AS 131 smDN NvM <br /> a Por-aRrEn aALENcm R ACEamWQ vNSI AM 1-111 DINER iR1190 <br /> KEYNOTE QI SHALL BE INCREASED BY W. ^9%i&f VG"RED". a <br /> D L SIAKM STEEL!MPEB COIO11ND TO ATM AM TYPE 304 a 314(30 IS O <br /> OFOR IMFO TANKS. DEPRESS CONCRETE SLAB/FOOTING AT IMFO war'RAD STRDCM MY SE SLA50H1RD AOR CARBON Sm S APE& . <br /> FLANGE/PIPING AS REQUIRED. (DESIGNED BY OTHERS) 7. STARED SIHL MATO mra6RD M AM un.TPR rN a 316(30 Ky O <br /> I IBD11M HED STRING"MY WE swSmvTm FOR CARBON STm PLATES <br /> I <br /> QpLOfE88/ 1d ISOn SAIL R PA6INSI�ANO INSTALLED AS 9EC1F1m SW MHS 0 <br /> A I OA11NG.ANCHOR 91n NOT H.M/NISED A POLY PROCESSING LOPAO. W <br /> A2.2. M MINIMUM DISTANCE SOW FROI M EDM OF M COMOETE TO M y N <br /> Rdr I 087237 I aFO10 THE <br /> OiATARIS S OR�iMG-lON r ri ACTUADISTANCE i3 LESS MANN < Q J - <br /> C <br /> I * <br /> EXP.g.64 { I 11;" THAT SOWN.SPECT AL EM IAIERI IG ASSISTANCE 15 RES MED. O <br /> msCRN11 ILL�E boll IOfO ~ U <br /> s I I MIN. M oGHOL 9Wl Orta A aMLIr I[D SPECIAL INSPECTOR RO 51ALL = <br /> CIWII �\t• I PWVIOE INSPECTION,ECTIO,MvICES Ta VERIFY MAY M INSTALLATION Or <br /> ^ I NC O"15 RING FANaSED IN rccaDNEI*I Ml M REFOIOICm z <br /> �OFCALEr"' I CLR. C 9 E.C.C.Rear. a <br /> A OR SCRIES OF <br /> I I TANKL 2 70 l[NIILDING OFFICIAL.AND OTHER.MSS OATTED PERSONS.STATING <br /> RE17ER M AMOOW 1METALLArra MS.To M BEST OF M INSPECTOR <br /> EDGE GF 1aIfIDM. IN COKOIWICE WIDE APNR01'm RA16 IID SPECIFICATIONS. <br /> CONCRETE 3. ANY DISO"MCIEs oSSEMED Br THE II@ECTOR9ALL BE BROUGHT TO <br /> F I I M ATTENTION OF DE cONRACra FOR CORRECT ON.PEEN. IF <br /> J 8 ��1COMECTED.TO M E71GI1EG AID ro M BUILDING OFFICIAL. 7D. <br /> HOUSIXEEPING PAD I 8 <br /> SEE NOTE@ GRADE CONFOENNTIAL PROPERTY OF LANE ENGIItEERB )NC. <br /> POLY PROCESSING r0.. CE)U.9TROCTURAL•3URWLYDIO DRAM NO. <br /> K <br /> PIPING AND OTHER CONNECTIONS TO THE TAN" 979 N. BLaIutDDW 9tnWl - 07 <br /> L/ ARE DESIGNED 9Y OTHERS.PRWAIGH SMALL SE VOT FOR iEPRINT OR USE'NTTHOUf 'EWArW. C6LU6rnL 9327- <br /> ELEVATION VIEW WDE FOR TNN(OISPLACEVOTS.SIMRM TO PERMSSION OF POLY PROCESSING CA. (569)SM-6263 JOB NO. <br /> ROSE PER ASCE7-05 SELMON.15.7.A,UNLESS <br /> VO SCALE OTHERWISE REOOIRED 9Y THE KWXACTURER <br />