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2 <br />S3.1 S4.4 <br />1 1/2" MIN. GAP <br />2" MAX. GAP <br />s /11 IF <br />11S4.5 <br />EXISTING PIPE <br />ry - - - - - - — --- ---- - - - - -- <br />MAIN BEAM MAIN BEAM <br />-SEE 2/S3.1 HANGER ROD ASSEMBLY -SEE 2/S3.1 <br />-SEE SHEET S4.5 J WT TO <br />• •, . , CHANNEL, <br />CANTILEVERED a.'` 1 1/4 BOTH <br />SUPPORT CHANNEL ENDS <br />- C12x30, TYP. :. END BEAM <br />WT6x22.5 x 0' -11 3/4" <br />LONG <br />-TYP. BOTH SIDES <br />END ANGLE <br />L4x4x 1 /4 x 1'-8" LONG <br />-TYP. BOTH SIDES <br />A EXISTING CONCRETE <br />PEDESTAL <br />BRACKET SECTION VIEW <br />S3.1 S4.4 NOTE: <br />AT SIMILAR ONE SPAN CONDITION, MAIN BEAMS SHALL BEAR <br />ON WT AT CENTER OF PEDESTAL <br />MAIN BEAM <br />-SEE SHEET S3.1 <br />PIPE SUPPORT JOIST <br />TUBE, TYPICAL <br />-SEE SHEET S4.3 <br />L� <br />t .... t J L i <br />HANGER ROD CONN. <br />EXISTING BAR JOIST TOP <br />EXISTING BAR JOIST CHORD, DO NOT DISTURB <br />BEARING PLATE w/ <br />BOLTS INTO PEDESTAL EXISTING CONCRETE PIPE <br />-DO NOT DISTURB <br />END ANGLE (BELOW) ALIGN LAST PIPE SUPPORT <br />JOIST WITH BEAM END <br />2 PLAN AT SUPPORT BRACKET <br />S3.1 S4.4 NOTE: SEE SHEET S4.4 FOR ADDITIONAL 1/2" = 1' -0" <br />INFORMATION AND REQUIREMENTS. <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />ISSUED FOR BID <br />DATE <br />3-7 -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 />-` <br />"' Climax Molybdenum <br />Company Climax Molybdenum <br />EMPIRE /PARSHALL, COLORADO <br />303.569 -3221 <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />BRACKET DETAILS <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 S4.4 REV. <br />