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� I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />5'-6"± TO FACE OF TOWER; <br />I <br />I <br />3'-6"± � OF STEMWALL <br />I <br />TO FACE OF I <br />EXISTING FOUNDATION <br />I I <br />1 I <br />I I <br />i I <br />i I <br />I I <br />I I <br />I I <br />I I <br />I <br />S3.01 S3.2 <br />S3.2 S4.1 <br />------------ - - - - -- - -- <br />I i I <br />EXISTING CONCRETE <br />PIPES <br />r <br />----------------------- - - - - -- —f <br />I <br />-1 <br />0 53.2 <br />TOP OF EXIST. JOIST <br />=TOP OF NEW BEAM <br />- - - - - -; - - - -- - - -- <br />\ > <br />- - -- - - - - - -- Z w <br />LLI <br />MAIN STEEL BEAMS <br />-SEE 1/S3.0 ° o cn <br />EQUAL <br />.I— -------- - - - - -- <br />I <br />I <br />I <br />I A a <br />S4.2 <br />STEEL COLUMN o o S3.2 S4.21 <br />- HSS5x5x1 /2, TYP. N o ~ <br />-° 4 <br />S3.1 OR DISTANCE TO PEDESTAL 00 1- <br />3 S3.2 S4.0 <br />S .2 S4.1 <br />S3.01 S3.2 <br />r FOOTING SHALL BEAR ON NATIVE <br />UNDISTURBED SOIL OR BEDROCK <br />-SEE GENERAL NOTES <br />ELEVATION AT TYPICAL NEW FRAME <br />1/40' = 1' -0" <br />a I S3.2 S4 <br />CD <br />2 <br />EXIST. TOWER FOUNDAT ON <br />.1 <br />6' -4" <br />PIPE SUPPORT <br />REFERENCE DRAWINGS <br />JOISTS AND SHIMS <br />DESCRIPTION OF REVISION <br />ISSUED FOR BID WALK <br />-SEE SHEET S4.3 <br />BY <br />JLK <br />FIELD INSTALLED <br />VENTILATION <br />MECHANICAL <br />X -BRACE <br />ENGR: JLK <br />DRAWN BY: JP <br />-SEE 3/S4.3 <br />HENDERSON OPERATIONS <br />• Climax Molybdenum <br />A Freeport-McMoRan Company <br />EMPIRE /PARSHALL, COLORADO <br />303 -569 -3221 <br />t. �.1: •t• .h a•�•u y: �i •4.I. <br />JOISTS <br />NEW FOUNDATION <br />��• ;� '.:•. <br />.•, �� �: <br />1 <br />W6x15 BEAM AT <br />STRUCTURAL <br />FOOTING AND <br />.�. ,,.,!' <br />3/8 "x6 "x0' -6" SPACER <br />�::�' <br />THRU BOLT AT ANGLE <br />STEMWALL <br />INTERSECTION <br />DIAGONAL BRACES <br />ELECTRICAL <br />-L4x4x 1 /4, TYP. <br />APPROVED BY: <br />STEEL COLUMN <br />-SEE 1 /S3.2 <br />VARIES <br />S3.01 S3.2 <br />r FOOTING SHALL BEAR ON NATIVE <br />UNDISTURBED SOIL OR BEDROCK <br />-SEE GENERAL NOTES <br />ELEVATION AT TYPICAL NEW FRAME <br />1/40' = 1' -0" <br />a I S3.2 S4 <br />CD <br />2 <br />EXIST. TOWER FOUNDAT ON <br />.1 <br />6' -4" <br />PIPE SUPPORT <br />REFERENCE DRAWINGS <br />JOISTS AND SHIMS <br />DESCRIPTION OF REVISION <br />ISSUED FOR BID WALK <br />-SEE SHEET S4.3 <br />BY <br />JLK <br />FIELD INSTALLED <br />VENTILATION <br />MECHANICAL <br />X -BRACE <br />ENGR: JLK <br />DRAWN BY: JP <br />-SEE 3/S4.3 <br />HENDERSON OPERATIONS <br />• Climax Molybdenum <br />A Freeport-McMoRan Company <br />EMPIRE /PARSHALL, COLORADO <br />303 -569 -3221 <br />EXISTING BAR <br />TAILINGS DROP LINE <br />SUPPORT FRAME <br />JOISTS <br />MAIN STEEL BEAMS <br />-SEE 1/S3.0 <br />W6x15 BEAM AT <br />STRUCTURAL <br />TOP OF FRAME <br />CHECKED BY: JCB <br />3/8 "x6 "x0' -6" SPACER <br />PLATE WITH 3/4 "0 <br />THRU BOLT AT ANGLE <br />INTERSECTION <br />DIAGONAL BRACES <br />ELECTRICAL <br />-L4x4x 1 /4, TYP. <br />APPROVED BY: <br />STEEL COLUMN <br />-SEE 1 /S3.2 <br />VARIES <br />N <br />APPROVED BY: <br />LIJ <br />C7 = <br />Z Z <br />0 <br />o I% <br />yI <br />V <br />w <br />PROJ NO. 13024 SHT S3.2 REV. <br />< <br />O OQ <br />mino <br />ELEVATION AT TYPICAL NEW FRAME <br />S3.0 S3.2 NOTES: 1/4 = 1 -U <br />1. TYPICAL STEEL SUPPORT FRAME HEIGHT TO BE HELD CONSTANT RELATIVE <br />TO PIPE INLET ELEVATION ABOVE TOWER FOUNDATION, VARY TOP OF <br />CONCRETE ELEV. AT NEW STEMWALL <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />ISSUED FOR BID WALK <br />DATE <br />2 -28 -14 <br />BY <br />JLK <br />APP BY <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 MILL <br />TAILINGS DROP LINE <br />SUPPORT FRAME <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -28 -14 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ NO. 13024 SHT S3.2 REV. <br />