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KEY NOTES <br />OA POLYETHYLENE TANK I <br />OAC -12 BASE CLIP (4 -TOTAL): L6x4xj"xt'-0" (LLH) <br />EQUALLY SPACED <br />}'0 CABLE (4 -TOTAL) SEE DWG. No. D01 <br />O EDGE SOFTENER (4 -TOTAL) g"x4"xS' FLAT BAR (BENT) <br />O TENSION RING <br />O CABLE CLAMP (16 TOTAL) SEE DWG, NO. DO3 <br />(—G ) OPENING FOR IMFO TANKS <br />O CONCRETE SLAB/FOOTING & REINFORCEMENT <br />DESIGNED BY OTHERS. <br />OI 0 ASTM A36 OR F593 (TYPE 304 OR 316 STAINLESS) THREADED <br />OD. SECURE ROD INTO CONCRETE WITH "HILTI" HVU RESIN <br />(HVA SYSTEM). EMBED. ROD 6j' MIN. INTO CONCRETE. INSTALL <br />PER ICBO REPORT NO. 5369 AND PROVIDE SPECIAL INSPECTION <br />FOR ALL ANCHOR INSTAI I ATIONS (6 -TOTAL). <br />O <br />IITIIFd{1HOR SOLS Si?PPUED BY RHERS <br />HOUSEKEEPING PAD IS DESIGNED BY OTHERS, ANCHORAGE <br />7F BASE CLIPS SHALL BE A$ FOLLOWS: <br />CASE A. PAD PLACED MONIOUTHICALLY WITH FOOTING. <br />ANICHOR LENGTH SHAT! EE AS SPECIFIED IN <br />KEY NOTED 1 <br />ELEVATION VIEW <br />NO SCALE <br />CASE 6: PAD PLACED SE.FARATE FROM FOOTING <br />(i.e. COLD JOINT BETWEEN PAD & FOOTING). <br />AN^HOP 1.ENGTH I SPE,CI=1� IN K -Z NOTE CI <br />SHALL BE INCREASED EY 'h'. <br />'OR IMF- TANKS. DEPRESS CONCRETE SLlA6/F0OTING AT IMFO <br />LANGE/PIPING AS REOUIF.ECI- (DESIGNED BY OTHERS' <br />OfESS/II� <br />v-01" <br />MI•N. <br />GENERAL NOTES <br />I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE <br />WORK OF ALL TRADESAND SHALL VERIFY ALL DIMENSIONS, <br />CONDITIONS. AND UTILITY LOCATIONS PRIOR TO STARTING WORK. <br />2. NOTES AND DETAILS ON THESE DRAWINGS SHAL'_ TAKE PRECEDENCE <br />OVER THESE GENERAL NOTES. <br />3. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORIOAEN <br />WHO ARE ACTOR <br />FAMILIAR WITH THE SPECIFIED REOI(REMENTS <br />AND METHODS NEmED FOR PROPER PERFORMANCE OF THE WORK. <br />4. CONCTIETE SHALL HAVE A 26 DAY COPRESS;VE STRENGTH (F'.) OF <br />2300 PSI MINIMUM. <br />5. DESIGN CRITERIA: <br />GOVERNING COTE: UNI IFORV BUILDING CODE, I997 EDITION. <br />SEISMIC: ZONE 4 W/IN 2 KM OF 'SOURCE B' FAUST. 11.25. <br />WIND: 100 MPH BASIC, EXPOSURE D. <br />Iw1.15. Cg0.5 <br />0 <br />SPECIFIC GRAVITY OF CONTENTS-I.B <br />S. THE PURCHASER SHALL BE RES°ONS!BLE =OF. VEPRFYIIC LOCk. <br />BUILDING CODE REQUIREMENTS AND/OP.PROJECT SPECIFICATIO'3, <br />ENGINEERING ASSISTANCE MAY B? F.4".'_'i RE: T'. CON _ M':TH _O=AL <br />CODES OR INDIVIDUAL PROJCC7 SPEC I FICAT 1045. <br />SiRE1CTURAI STEEL NOTES <br />1. ALL STRUCTURAL ANO MISCELLANEOUS SHAPES AND PLATES SHA_L BE <br />FABRICATED IN ACCORDANCE WITH AISC 'SPECIFICATION FOR THE <br />DESIGN. FABRICATION AND EREC. 0, OF STRUCTURAL STCCL FOR <br />BUILDINGS', LATEST EDITION. CARBON STEEL SHAPES k PLATES <br />SWILL CONFORM TO AVM A36 OR A572 (3e KS' MINIMUM YIELD STRENGTH) <br />2. ALL WELDING SHALL BE DONE BY OUALIFIEC WELDERS USING A PRE - <br />APPROVED PROCESS. ALL WELDS SHALL BE UNIFORM IN SIZE ANC <br />APPEARANCE AND FREE OF PINHOLES. POROSITY, UNDERCUTTING OR <br />OTHER DEFECTS. <br />3. ALL WELDING SHALL CONFORM TO AWS DI,1-82 OF THE STRUCTURAL <br />WELDING CODE. JOINT DETAILS SHALL COPLY WITH AWS REQUIREMENTS <br />FOR JOINTS ACCEPTED WITHOUT OUALIFICATION TESTS. <br />4. WELD METAL SHALL HAVE A NOMINAL TENSILE STRENGTH OF 70,000 <br />PSI MINIMUM. <br />5. UNLESS NOTED OTHERWISE, STANDARD FI14IS4 OF ALL RESTRAINT SYSTEM <br />HARDWAREIS HOT-0IPPED GALVANIZED IN P=ORDANCE WITH A.STM A153, <br />OTNE., Fil 'ES AVA:LA:.LC U%d:: %_CJEi". <br />e. STAINLESS STEEL SHADES CON%ORMiH: 47" <br />A276. TYPE 334 OP 31e <br />(30 KSI MINIMUM YIELD STRENGTH. NF.Y 3E SU&..TLTED FOF CARBON <br />STEEL SHAPES. <br />STA! STEE. PLATE° COI:=ORM^a; __ ., ..r- r „ 0' C,e <br />(SC KS. MINIMJM YIE_D ETR.IIGTr:;M: •' ?_ SJE:i .T.TC_rFOF. CARGO. <br />STEEL PLATES. <br />ANCHOR BOLT` <br />1. ANCHOR BOLTS SHALL BE FURNISHEC AND METALLED AS SPECIFiEC <br />ON THIS DRAW, <br />NG. ANCHOR SCUTS 4R7 NO7 FURKI SHED BY PR' 'ROC. S_ <br />COMPANY. <br />2. THE MINIMUM DISTANCE SHOWN FROM -HE EDGE OF THE CONCRETE -0 <br />liTHE FACE OF THE TANK IS BASED ON INFORMAi ION FROM THE I.C.B.C. <br />REPORT REFERENCED ON THIS ORAWINO. IF THE ACTUAL DISTANCE IS <br />LESS TKAN THAT SOWN. SPECIAL ENGINEERING ASSISTANCE IS <br />REOUI RED. <br />SPECIAL INSPECTION MUST BE PROVIDED FOR ALL ANCHOR <br />INSTALLATIONS. SEE SPECIAL INSPECTION MOTES ON THIS CAWING. <br />CLR. I `J ` OF CAL1t" 1. THE DINNER SHALL EMPLOY A QUALIFIED SPECIAL INSPECTOR TR10 SHALL <br />PROVIDE INSPECTION SERVICES TO VERIFY THAT THE INSTALLATION OF <br />TANK ANCHORS S BEING PERFORVM IN ACCORDANCE RI TH THE REFERENCED <br />WALL I.C.B.O. REPORT. <br />2. THE SPECIAL INSPECTOR WALL SUBMIT A REPORT OR $RIES OF <br />EDGE ET REPWFSSTATING <br />�T THE BUILDING R4Fi NGRSTALL�a WAS.OTHER TOTHEBETEDST OF THE <br />CONCRETE INSPECTOO KNOWLEDGE, IN CONFOBMNCE WITH APPRCIVED PLANS AND <br />SPECIFICATIONS. <br />HOUSEKEEPING PAD I 3. ALL DISCREPANCIES OBSERVED BY THE INSPECTOR SHALL BE BROUGHT <br />TO THE ATTENTION OF THE CCNITtACTOR FOR CORRECTION, THEN, IF <br />SEE NOTED UNCORRECTED. TO THE ENGINEER AND TO THE WILDING OFFICIAL. <br />GRADE <br />COPOLY P NL PROPERTY OF LAM E1�TGII1EER9 IIRjC„ <br />IF TANK IS LOCATED POLY PROCESSING CO. <br />CIVII.W TSROCISTRAl,• s[JRVCYWC <br />IN 5 KM. OFA OURCE A' F�FAULT. SPECIAL 979 N. Blaaketans Str .t <br />ENGINEERING ASSISTANCE IS RE'q'UIRED. REFER TD NOT FOR REPRINT OR USE WITHOUT Tulare, GlflarMU 03294 <br />LC.B.O. PUBLICATION 'MOWS OF 1<NOWN ACTNE FAULT PERMISSION OF POLY PROCESSING CO. 6691 680-62913 <br />ur.— mrr TONES' I <br />O M <br />C) <br />0 <br />W <br />0 <br />�Z1 <br />O O <br />n <br />