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LATERAL CONN. TUBE <br />BOLTED TO SUPPORT TUBE <br />ASSEMBLY, IN NORTH /SOUTH <br />SLOTTED HOLES <br />TUBE ASSEMBLY — SHOP <br />WELD "H" w/ THREADED <br />RODS PROJECTING UP- <br />3/8" SHIM PLATES FULL <br />WIDTH OF PEDESTAL, <br />GROOVE WELD TO <br />EXISTING SHIM PLATES— <br />(2) 3/4 "0 THROUGH <br />BOLTS, IN LONG <br />SLOTTED HOLES IN <br />BEAM FLANGE <br />WT BEAM SUPPORT <br />ALIGNED w/ MAIN <br />BEAMS <br />WEB EXTENDER PLATE <br />(BEHIND) w/ STIFF. <br />PLATES & SHOP <br />WELDED ROD /NUT <br />HANGER ASSEMBLY — <br />2 "0 HOLE SHOP <br />DRILLED IN CHANNEL, <br />AT EXP. BOLT w/ <br />3/8 %3"x3" WASHER <br />—FIELD WELD WASHER <br />TO CHANNEL AFTER <br />FINAL POSITIONING — <br />.4 <br />• e <br />4 <br />'4 <br />S4.6 <br />EXISTING CONCRETE <br />PIPE, NO WORK <br />EXISTING BAR JOIST <br />CONNECTION TUBE BETW. <br />SUPPORT TUBES, HSS <br />10x5x3/8, RE: LATERAL <br />CONN. TO PEDESTAL — <br />SPREADER PLATE ABOVE <br />SUPPORT TUBE AT RODS, <br />1 1 /2 "x3 "x0' -8" <br />BEARING SEAT SUPPORT TUBES AT RODS, <br />HSS 7x5x3/8 w/ 1/2" <br />LATERAL CONN. TUBE WELDED END CAPS, w/ <br />AT PEDESTAL 13/16 "0 HOLES AT <br />—PIPE SUPPORT THREADED RODS <br />TUBE JOISTS BEYOND <br />oil 11 NEW BEAM <br />' —SEE PLAN <br />• e <br />Q <br />HANGER RODS <br />—SEE 4/S4.5 <br />I <br />® STAINLESS STEEL <br />BEARING PLATE w/ <br />�° <• ^ MOLYBDENUM <br />" LUBRICANT <br />VARIE <br />1' -6" 2' =0" 10" -12" FIELD WELD <br />ANGLE TIGHT TO <br />2' -6" SIDE OF PEDESTAL <br />3' -2" 3' -2" —NO CONN. TO <br />CONCRETE <br />7' -0„ <br />3/8 "x12 "x16" SHIM PLATES <br />w/ SHOP PREP'D BEVELED <br />EDGE, GROOVE WELD TO <br />EXISITNG 3/8" PLATE AT / <br />EXISTING JOISTS <br />(2) 3/4 "0 x 2' -4" LONG <br />A572 GRADE 65 RODS, <br />MIN. THREADED 12" TOP <br />AND 6" BOTTOM, SHOP <br />ASSEMBLED AT CHANNEL- <br />TRIPLE NUT AND TACK <br />WELD BOTTOM OF <br />HANGER ROD IN SHOP <br />FULL — HEIGHT FITTED 1/2" <br />STIFFENER PLATE EA. END <br />AND HALF — HEIGHT AT <br />CENTER, 1/4" FILLET <br />WELDS ALL AROUND <br />8 <br />I� BRACKET ASSEMBLY S4.6 S4.7 <br />3 SUPPORT BRACKET OVERALL <br />AXIAL SECTION AT <br />SUPPORT BRACKET <br />53.1 S4.5 NOTES: 1/2" = 1' -0" <br />4 <br />1. SEE 1/S4.4 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. <br />2. CONCRETE PIPE AND MAIN BEAMS HAVE THEIR AXES ALIGNED <br />S4.5 S4.5 NOTES: <br />GENERALLY NORTH — SOUTH. <br />1. SEE 3/S4.5 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. <br />3. BEFORE FABRICATION, CONTRACTOR SHALL FIELD VERIFY THAT <br />2. ALL BRACKET PLATES TO BE 1/2- <br />THICK AND WELDED ALL — AROUND <br />WITH <br />THE DEFINED GEOMETRY OF BRACKET COMPONENTS WILL FIT ON <br />1/4" FILLET WELDS, U.N.O. <br />RECEIVE <br />THE EXISTING CONCRETE PEDESTALS, GIVEN THE ACTUAL <br />3. SEE SECTION 6/S4.7 FOR LATERAL LOAD COMPONENTS OF BRACKET <br />LOCATIONS OF THE EXISTING BAR JOIST BEARING SEATS, ETC. <br />ASSEMBLY <br />COORDINATE WITH ENGINEER AS NEEDED IF DISCREPANCIES OR <br />2 ��14 <br />CONFLICTS ARE DISCOVERED DURING SHOP DRAWING <br />PREPARATION. <br />OMsM of R <br />ilm n3" S Safety <br />DWG NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />DATE <br />BY <br />APP BY <br />VENTILATION <br />ENGR: JLK <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />BRACKET DETAILS <br />ISSUED FORBID <br />3 -7 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: JP <br />2 -28 -14 <br />x <br />�7 Climax Molybdenum <br />• <br />A Freeport-McMoRan Company <br />EMPIRE /PARSHALL, COLORADO <br />303.569 -3221 <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 S4.5 REV. <br />