Laserfiche WebLink
C <br />we] <br />ELEVATION VIEW <br />NO SCALE <br />KEY NOTES <br />0 POLYETHYLENE TANK <br />AC -13 BASE CUP (6—TOTAL): i9x6x#'xl'-2' (LLH) <br />EQUALLY SPACED <br />OC :b CABLE (6—TOTAL) SEE DWG. NO. OCO1 <br />O EDGE SOFTENER (6—TOTAL).d'x4'x B' FLAT BAR <br />(BENT) <br />O TENSION RING <br />OF CABLE CLAMP (24 TOTAL) SEE DWG. NO. 0-3 <br />O OPENING FOR IMFO TANKS <br />O CONCRETE SLAB/FOOTING k REINFORCEMENT DESIGNED <br />BY OTHERS. <br />OI 'HILTI' HSL -3 M16 EXPANSION—TYPE ANCHORS (STD OR <br />STAINLESS). INSTALL PER ICC ESR -1545 AND PROVIDE <br />SPECIAL INSPECTION FOR ALL ANCHOR INSTALLATIONS <br />(12—TOTAL). MIN. CONCRETE THICKNESS - 81'. <br />O HOUSEKEEPING PAD IS DESIGNED BY OTHERS. <br />ANCHORAGE OF BASE CUPS SHALL BE AS FOLLOWS: <br />CASE A PAD PLACED MONOLITHICALLY WITH <br />FOOTING. ANCHOR LENGTH SHALL BE /S <br />SPECIFIED IN KEY NOTE (D <br />CASE 8: PAD PLACED SEPARATE FROM FOOTING <br />Q.R. COLD JOINT BETWEEN PAD h <br />FOOTING). ANCHOR LENGTH SPECIFIED IN <br />KEYNOTE QI SHALL BE INCREASED BY W. <br />O FOR IMFO TANKS, DEPRESS CONCRETE SLAB/FOOTING AT IMFO <br />FLANGE/PIPING AS REQUIRED. (DESIGNED BY OTHERS) <br />CLR. C 8 <br />TANK <br />WALL <br />EDGE OF <br />CONCRETE <br />HOUSEKEEPING PAD ) <br />SEE NOTE@ <br />GRADE <br />I COf/FlOENN <br />POLY PR <br />P <br />IPINGND OTHER CONNECTIONS TO THE TANK <br />"ED RT' OTHERS. PROVISION SHALL9E TOT FOR IEPRIR TAW OISPLACEMENTS. SO" '0 PERMISSION OF i <br />ER ASCE7-O5 SECiTJP1 15.7.4. UNLESS <br />E REOURED DY THE MANUFACTURER. <br />I SHALL K .AE"51([ FOR GOWIWTIN2 THE YOLK Di <br />ALL TRADES AO SHALL VERIFY LLL 011MDG6 <br />I0. COOITIOIS. ANI <br />Or lllrY LOCATIOO PRIOR TO STARE/W. 4M, <br />2. NOTES AND DETAILS OR THESE "WN SHALL TARE PRECEDENCE OVER <br />THESE GENERAL NOTES. <br />3. THE mIfpjcm SHALL IR N10mIt mAmm O SKILLED [ORO" WG <br />AE COPUTELY FAMILIAR WITH THE SPECIFIED EQUIEYN/S AJD <br />ETHM HMO FOR POWER FFJFOMINCE OR TE MM. <br />A. COROETE SHALL IMV[ A 28 DAY IAPIESSIK STRENGTH (r'a) OR 25M <br />PSI MINIMUM AS 01KCTED EY ACISIP-E. <br />S. ESIN CRITERIA: <br />GOVONNIO OOE: INTERNATIONAL BUILDING CODE, 2004 ED. <br />31IJIMIC: OMPA/ICY CATEGORY III, Esta CATEGORY '04. 1.1.15 <br />WIND: 100 VN BASIC (FASTEST MILE), EIPOSOE 0. I.M. 15 <br />5}ECIFIC GRAVITY OR, CONTENTS -1.9 <br />E. THE FVOHASDI SHALL E EWtHSIu FOR VERIFYING LOGLL BUILDING <br />CEDE IEOIIROOOS MDAN PROJECT SPECIFICATIONS. ENIHEENIK. <br />ASSISTANCE WY E REQUIRED To OWLY WITH LOCM ODES E IIOIVIGIML <br />PNOECT SPECIE ICATIOB. <br />Liu amt bTp <br />I. ALL S11OC1UVL AID MI urCO MIM W ALIO FUSES SPALL K <br />ESIOm ALIO EASiOR WIN ACCOGYI/ WITH 'SPECIFICATION0(03-05) <br />THEFOR <br />AMERICAN <br />STEEL FOR BUILD TM AMBITRIM GI. CAR (DS -OF S HEY <br />THE ATES SHA L OGNIOE Or Arm OEBTBC72 ( KSj STEL SINES <br />& PLATES 9141 COEOA b A1IY Ate OR Ae1E (A RTI YIMIIEA YIELD <br />STIEWDN). <br />2. ALL ELDIND SPALL E DOE A DI R <br />OLILIFICDIS LONG A FK - <br />APPROVED PROCESS. Al UD <br />KLN SNARL E MHFaI IM $,a NO <br />NRMAMO AND EEE Or PNIWS. POROSITY. EKwliNO OR OTHER <br />DEFECTS. <br />2. ALL 'WELDING SHALL CONFORM 1 TO AAS 01.1 - CRF THE STRUCIOAL WELDING <br />GO[. JOINT WTAIIS SHN.L COPLY SI IN A! EOMIRDO/rS FOR JOINTS <br />ACCEPTED WITINf ON.IFICATIE TESTS. <br />4. EMD KETAL BALL INK A IOMIINL TENSILE STRENGTH OR 10.000 PSI <br />MNNIWA. <br />I UNLESS TOED OHENNSK SdGIAG F1B1 OF ALL RESTRAINT SYSTEM HW OMMME <br />B HGr-GFPED 441-[7!11 0 ACOOIDVQ 'NEN WIN A-iU CARER FSBES <br />AAIA" UPON Ra0m. <br />L STAINLESS OR SIEVES OWORW 10 TO ASHY AM 1H 304 OR SIE (30 KS <br />M "YMDD STEIGDD WY E SIESTIMSD FOR CMmOR SIM SNVES <br />T. STAINLESS On ELATES CONFORMING TO ARUM AHD. TYPE 304 OR 314 (W NSP <br />IM AI YEID SIEIGD) WY E WKIN01m FOR CAN NN Sim ARIES <br />IMINS n 9141 E 1-13410 AMO INSTALLED AS SPECIFIED ON THIS <br />DINING, ANCHOR UMTS NOT FUWI9a A POLY PROCESSIIO COPAEA. <br />2. THIS MINIMA DISTRIX SIOI FROM THE EDGE O THE N4TE7E TO M <br />FACE Of 111E TAE IS RASED ON IKOBMf10M FROM NE I.C.C. [FOR <br />ErFROItm OR THIS NOWT N0. IF M ACTUAL DISTANCE IS LESS HAW <br />THAT S1GM1, SPECIAL ENGIIEDIIHG A9313TAM M IS REWIRED. <br />I.fismAN INRPF071dE Nffm <br />THE OWNER SHALL— A ORAL111EO SPECIAL 'NPECTOR W SHALLPROVIDE INSPECT ICA SERVICES To VERIFY TWT THE INSTALLATION Of <br />Alpers IS KING PEIFOEm IN ACCONICE MIM TIE EFORENCD <br />I.C.C. [PORT. <br />2. I <br />THE 4ECIAL M ECT01 SPALL 9AIT A REPORT OR SERIES O' AEPOTS <br />TO THE <br />BU <br />I <br />L <br />D <br />NG OFICI K. MO OTHER GESIG MEED PERSONS, STATING <br />WHETHER THE NODI INSTALLATION IMS, TOM KST OF M INSPECTORS <br />OCC. DE. IN COFaWIE MITA APPROVED PLANS APO SPECIFICATIONS. <br />3. ANY OISOEPNCIES OmEEY[O 8Y M INSPECTOR SPALL K !GWR TO <br />THE ATTENTION OF THE CONTRACTOR FOR ODPI[CTIOM, AOI. IF <br />,CORRECTED, TO THE ENGINEER APO N THE BUILDING OFFICIN. <br />ii <br />RAM J.A. <br />DATE 3/21/08 <br />ScmjNOTED <br />CHIN.'® <br />D.K.A. <br />ORJ111Otl N0. <br />JOB N0. 47 <br />