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S3.21 S4.0 <br />SUPPORT FRAME <br />-SEE 2/S3.2 <br />COLUMN BASE PLATE <br />-SEE 3/S4.0 <br />(4) 3/4"0 F1554 GR. 36 <br />ANCHOR BOLTS, EA. COLUMN <br />-12" EMBED., 2" HOOK, MIN. <br />5" PROJECTION <br />STD. HOOK ON TOP <br />BARS <br />(4) #5 VERTICAL REINF. <br />-ALIGN WITH ANCHOR <br />BOLTS, TYP. <br />#4 CLOSED TIES <br />-(3) TOP AND BOTTOM <br />AND AT 8" O.C. <br />#5 REINF. AT 12" O.C. <br />TOP AND BOTTOM, E.W. <br />FOUNDATION SECTION - AXIAL <br />1/2" = 1' -0" <br />SUPPORT FRAME <br />-SEE 2/S3.2 <br />1' -0" <br />I I VARIES <br />-SEE SHEET S3.2 <br />4' <br />ff rte• \d <br />\ `` ' �•�� ,'�/ #5 AT 12° E.W. <br />BOTH FACES <br />A J <br />U <br />3" CLEAR 3" CLEAR <br />J <br />U <br />4 <br />3' -0" <br />FOUNDATION SECTION - SIDE <br />1/2" = 1' -0" <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />ISSU FOR BID WALK <br />ED <br />DATE <br />2 -28 -14 <br />BY <br />JLK <br />JAPPBYJ <br />VENTILATION <br />MECHANICAL <br />ENGR: JLK <br />DRAWN BY: JP <br />2 -28 -14 <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />Climax Molybdenum <br />*A Freeport- McMoRan Company <br />EMPIRE / PARSHALL, COLORADO <br />303 - 569 -3221 <br />HENDERSON MIL L <br />TAILINGS DROP LINE <br />FOUNDATION DETAILS <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -28714 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ. NO. 13024 SHT S4.0 REV. <br />