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CONNECTION TUBE BETWEEN <br /> SUPPORT TUBES 8 <br /> LATERAL CONN. TUBE BOLTED TO -HSS10x5x3/8, RE: SHEET S4.7 S4.5 S4.7 <br /> SUPPORT TUBE ASSEMBLY, IN 5B <br /> NORTH/SOUTH SLOTTED HOLES <br /> -SEE 7/S4.7 SPREADER PLATE ABOVE S4.5 54.6 5A BRACKET ASSEMBLY <br /> EXISTING CONCRETE SUPPORT TUBE AT RODS, <br /> TUBE ASSEMBLY - SHOP PIPE, NO WORK 1 1/2"x4"xO'-8" WITH ' S4.5 S4.6 <br /> WELD "H" WITH THREADED `. HOLES CENTERED ON WIDTH -�___; <br /> RODS PROJECTING UP - SEE DETAIL 2 & <br /> -SEE 8/S4.7 ° EXISTING BAR JOIST 3/S4.12 FOR <br /> SHIM PLATES FULL BEARING SEAT ARRANGEMENT. _ <br /> SUPPORT TUBES AT RODS, <br /> WIDTH OF PEDESTAL, <br /> d- <br /> LATERAL CONN. TUBE HSS7x5x3/8 WITH 1 2 <br /> GROOVE WELD TO 4 AT PEDESTAL WELDED END CAPS,WITH a c <br /> EXISTING <br /> 454.5 PLATES S4.5 54.5 S2.7 S4. -PIPE SUPPORT 13/16"0 HOLES AT <br /> / TUBE JOISTS BEYOND THREADED RODS M <br /> (2) 3/4"0 THROUGH NEW BEAM 3/8"x12"x16" SHIM PLATES d <br /> BOLTS, IN LONG -SEE PLAN WITH SHOP PREP'D BEVELED <br /> SLOTTED HOLES IN EDGE, GROOVE WELD TO <br /> BEAM FLANGE : EXISTING 3/8" PLATE AT <br /> HANGER RODS EXISTING JOISTS 6 <br /> WT BEAM SUPPORT -SEE 4/S4.5 S4.5 S4.7 <br /> ALIGNED WITH MAIN (2) 3/4"0 x 2'-4" LONG <br /> BEAMS STAINLESS STEEL A572 GRADE 65 RODS, <br /> ® BEARING PLATE MIN. THREADED 12" TOP <br /> WEB EXTENDER PLATE WITH MOLYBDENUM AND 6" BOTTOM, SHOP <br /> (BEHIND) WITH STIFF. LUBRICANT ASSEMBLED AT CHANNEL <br /> PLATES AND SHOP 77 L�7 <br /> WELDED ROD/NUT FIELD WELD <br /> HANGER ASSEMBLY 1'-0" VARIE ANGLE TIGHT TO TRIPLE NUT AND TACK <br /> 10"-12" SIDE OF PEDESTAL WELD BOTTOM OF <br /> 2"0 HOLE SHOP 1'-6" 2'-0" -NO CONN. TO HANGER ROD IN SHOP <br /> DRILLED IN CHANNEL, 2'-6" CONCRETE <br /> AT EXP. BOLT WITH FULL-HEIGHT FITTED 1/2" AT SIDE OF <br /> 3/8"x3"x3" WASHER 3'-2" 3'-2" <br /> STIFFENER PLATE EA. END UPHILL PEDESTAL <br /> -FIELD WELD WASHER 7'-0" AND HALF-HEIGHT AT 5C <br /> TO CHANNEL AFTER CENTER, 1/4" FILLET S4.5 S4.6 <br /> FINAL POSITIONING WELDS ALL AROUND <br /> SUPPORT BRACKET OVERALL <br /> s3.1 S4.s NOTES: 1/2" = 1'-0" 4 AXIAL SECTION AT SUPPORT BRACKET <br /> 1. SEE 1/S4.4 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. <br /> S4.5 S4.5 NOTES: 1" = 1'-0" <br /> 1. SEE 3/S4.5 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. <br /> 2. ALL BRACKET PLATES TO BE 1/2" THICK AND WELDED ALL-AROUND WITH <br /> 1/4" FILLET WELDS, U.N.O. <br /> 3. SEE SECTION 6/S4.7 FOR LATERAL LOAD COMPONENTS OF BRACKET <br /> ASSEMBLY <br /> 4. SEE 1/S4.9 FOR ADDITIONAL REQUIREMENTS AT TOWER 7. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I ENGR: JLK 2.28.14 1 C//meXflA0lybdenum HENDERSON MILL <br /> zS-1 MECHANICAL DRAWN BY: JP z- o TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 1 0BU3-15 JLK 12TRUCTURAL CHECKED BY,," JCB 2-28.14 A Flosp01PYCAIOR811 COmpeny <br /> ELECTRICAL APPROVED BY: "�av�psw.u.caoawo BRACKET DETAILS <br /> PIPING APPROVED BY BAUR dl ASSOCIATES <br /> SCALE: AS NOTED OTHER APP BY " - T I 11.F v,71':'f p R•fPR0J.NO.I3024 SHL S4.5 I REV. 4 <br />