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KEY NOTES cr>.S�l NOTES <br />I. THE CONTRACTOR: SHALL BE RESPONSIBLE FOR COORDINATING THE <br />AO POLYETHYLENE TANK OF ALL TRADES AND SHALL VERIFY ALL DIMENSIONS, <br />C (TIONS. AM UTILITY LOCATIONS PRIOR TO STARTING WORK, <br />O2. NOT11 AND DETAILS ON THESE DRAWINGS 9NAL_ TAKE PRECEDENCE <br />B <br />AC 12 BASE CUP (4—TOTAL): L6x4x}"xi'-0" (LLH) Nle THESE GENERAL <br />EQUALLY SPACED mores. <br />3. THE CORRACTOR SHALL USE ADECOATE MA®ERS OF SxILLEO WO—. <br />WHO ARE COPLEYELY FAMILIAR WITH THE SPECIFIED REOUIR-MENTS <br />C }"m CABLE (4—TOTAL) SEE DWG. No. DOt NI <br />ANO METHODS EEDED FOR PROPER PERFORMANCE OF THE MONK. <br />♦. CON LAETE SHALL HAVE A 26 DAY CCLPRESS;VE STRENGTH (F'S) OF <br />D EDGE SOFTENER (4—TOTAL) g°x4"x8' FLAT BAR _(BENT) TD PSI MINIMUM. <br />3. DES ON CRITERIIA: <br />O TENSION RING NING CODE: UNIFORM BUILDING CODE. 1997 EDITION. <br />EISMIC: ZONE A W/IN 1 WA OF -SOURCE 6 FNCi, 1�1 .25. <br />IM: 100 MPH BASIC. LxP041RE O, IW.1.13, Cp0.80 <br />!FIC GRAVITY OF CONTENT9.1,9 <br />F CABLE CLAMP (16 TOTAL) S� DWG. NO. 003 a THE PURCHASER SHALL BE RESPONS:BLE -0E VERIFYING LO:A� <br />BUI DING CODE REQUIREMENTS AND/OR PROJE_Z7 SPECIFICATIONS. <br />O OPENING FOR IMFO TANKS ENG NEER! NG AE5STANCE MAY BE EE.1:RE' T:, x•: rw .o—AL <br />CODOR IHDIVIDUAL PROJECT SPECIFICATIONS, _ <br />HO CONCRETE SLAB/FOOTING k REINFORCEMENT 5 <br />DESIGNED BY OTHERS. , <br />0Qjto ASTM A36 OR F593 (TYPE 304 OR 316 STAINLESS) THREADED <br />1(OD. SECURE ROD INTO CON ETE WITH "HILTI" HVU RESIN <br />(HVA SYSTEM). EMBED. ROD .661" MIN. INTO CONCRETE. INSTALL 2 <br />PER ICBG REPORT NO. 5369 AND PROVIDE SPECIAL INSPECTION <br />FOR ALL ANCHOR INSTAR! 4TIONS (8—TOTAL;. <br />ANCHOR BC S SUPPLIED BY 0 ras <br />OJ HOUSEKEEPING PAD IS DESIGNED BY OTHERS. ANCHORAGE <br />4. <br />i FOOTING. <br />2CCIFIED IN <br />e. <br />)TING <br />FOOTING). _ <br />YNO E10 <br />'FOOTING AT IMFO =N <br />ALL STRUCTURAL AND MISCELLANZO:.'S $NAPES MO PLATES SNA -L BE <br />FAB IUTED IN ACCORDANCE WITH AIS- SPECIFICATION FOR ,NE <br />DES CH. FABRICATION AND EFEC710% OF STRUCTURAL STEEL FOR <br />BUI DINGS'. LATEST EDITION. CARBON STEEL SHAPES ♦ PLATES <br />SHA L CONFOM TO ASRM A36 OR A572 (3e Ks. MINI" YIELD STRENGTH <br />ALLWELDING SHALL IS DONE BY CUALIFIEC W;LOERS USING A PRE_ <br />APP WED PROCESS. ALL 'WELDS SHALL BE UNIFORM IN SIZE ANG <br />APP CE AND FREE OF PINHOLES. POROSITY, UNDERCUTTING OR <br />0THA DEFECTS. <br />ALL WELDING SMALL CONFORM TO AWS 01.1-90 OF THE STRUCTURAL <br />'EL ING CODE. JOINT DETAILS SHALL COMPLY WITH AWS REQUIREMENTS <br />FOR JOINTS ACCEPTED WITHOUT QUALIFICATION TESTS. <br />WELMETAL SHALL HAVE A NOMINAL TENSILE STRENGTH OF 70.000 <br />PSI MINIMUM. <br />UR. SS NOTED OTHERWISE, STANDARD FINISH OF .LLL RESTRAINT SYSTEM <br />NAR ARE 15 NOT -DIPPED GALVANIZED :k Aw0R9ANCE WITH ASTM A133. <br />OTh: A F!YIS=ES AVA:LArLC :FC: %i:.lE:-. <br />STA NLESS STEEL SHAPES CONFORMING AS -M A276. TYPE 3U OR !ie <br />(SO KSI MINIMUM YIELD STRENGTH) WM BE SUO-:TOTED FOR CARBON <br />STE L SHAPES. <br />STA w -ESS STC='. CDK-ORM•N;_ .•S- a OP , <br />(3C KSI MINIMJM YIE-O STRENGTH: M:••--_ SJE:;:-'E_'F„R CARD.,p <br />OTHERS` ,. ANC R RATS SHALL BE FURNISHEC ANC .N5TALLE0 AS SPECIE -ED <br />ON IS DRAWING. ANCHOR SCLTS ARE NOT FURNISHED BY PCL' ?ROC__ -:N, <br />�OQgOFES,�/D� CDM ANY. <br />CB ), 2. THE MINIMUM DISTANCE SHOWN FRO. -NE EDGE OF TME CONCRETE <br />THE FACE OF THE TANK IS BASED ON INFORMATION FROM THE I.C.B.C. <br />2 REP T REFERENCED ON THIS DRAWING. IF THE ACTUAL DISTANCE I <br />LEP THAN THAT SHOWN, SPECIAL ENGINEERING ASSISTANCE IS - <br />99 m REQUIRED. <br />.63002 SPECIAL INSPECTION WST BE PROVIDED FOR ALL ANCHOR <br />INSTALLAT 106. SEE SPECIAL INSPECTION NOTES ON THIS DRAWING. <br />J VF l.AUY �' I, THE OWNER BALL EMPLOY A QUALIFIED SPECIAL INSPECTOR W10 SHALL <br />PROVIDE INSPECTION SERVICES TO VERIFY THAT THE INSTALLATION Of <br />ANGERS IS BEING PERFORMED IN ACCORDANCE WITH THE REFERENCED <br />I.C.B.O. REPORT. <br />2. THE SPECIAL INSPECTOR SMALL SUBMIT A REPORT OR SERIES OF <br />'E OF REPORTS TO THE BUILDING OFFICIAL. ANO OTHER OESIONATED PERSONS.CRETE STATING WHETHER THE ANCHOR INSTALLATION WAS, TO THE BESTOF THE <br />INSPECTORS KNOWLEDGE, IN CONFORMANCE WITH APPROVED PLANS AM <br />SPECIFICATIONS. <br />3. ALL DBSOiEPANCIES OBSERVED BY THE INSPECTOR SHALL BE BROUGHT <br />TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THE., IF <br />UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. <br />z <br />0 <br />FCL <br />0 <br />1 <br />O <br />co <br />S <br />SOSO <br />LL <br />W �LL <br />�/�M 7� <br />V / <br />Y <br />O 0 <br />= <br />—1i <br />a <br />a <br />Fm:5to <br />OOr. <br />cm z O V OD <br />CL Cr (n <br />U S. <br />060 <br />HALALS <br />T.C. <br />DA'Z'E <br />9-1-98 <br />SCALE <br />NOTED <br />CHECK= <br />D.K.A. <br />DRAADNG NO. <br />P02 <br />JOB NO. <br />98098 <br />FCL <br />0 <br />1 <br />O <br />0 c) <br />W �LL <br />�/�M 7� <br />V / <br />Y <br />O 0 <br />= <br />U <br />a <br />a <br />HALALS <br />T.C. <br />DA'Z'E <br />9-1-98 <br />SCALE <br />NOTED <br />CHECK= <br />D.K.A. <br />DRAADNG NO. <br />P02 <br />JOB NO. <br />98098 <br />