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3 EXISTING PIPE <br /> S3.1 S4.5 <br /> ----- ———————————————— ————————————— <br /> I <br /> I <br /> MAIN BEAM <br /> 2 I —SEE SHEET S3.1 <br /> 53.1 54.4 I BEAM TO BEAM PIPE SUPPORT JOIST <br /> TUB <br /> 2" MAX. GAP E, TYPICAL <br /> 1 1/2" MIN. GAP X—BRACES —SEE SHEET S3.1 & S4.3 <br /> ---- ———————————— ——— ————————— ——--- <br /> -----�—�---� ------fir -� I ------� —�—�-- — — <br /> / \ " T I ( / \ <br /> 2 TYP �� / \\ <br /> ............. <br /> - -- ---- - 1.771v..........._._...-- - --- <br /> MAIN BEAM HANGER MAIN BEAM <br /> —SEE 2/S3.1 ASSEMBLYOD —SEE 2/S3.1 <br /> —SEE SHEET S4.5 WT TO — F — <br /> CHANNEL, ANGER ROD CONN. <br /> CANTILEVERED �ENDBEAM <br /> BOTH re <br /> SUPPORT CHAN7 <br /> NEL 1ENDS <br /> —C12x30, TYP. <br /> —WT6x22.5 x 1'-1" LONG f <br /> —TYP. BOTH SIDES <br /> END ANGLE _ <br /> —L4x4x1/4 x 1'—B" LONG <br /> r. —TYP. BOTH SIDES <br /> EXISTING BAR JOIST EXISTING BAR JOIST, <br /> \ \ <br /> BEARING PLATE WITH/ <br /> \ ABANDONED IN PLACE <br /> BOLTS INTO PEDESTAL <br /> �� EXISTING CONCRETE PIPE <br /> v / 7�i'� EXISTING CONCRETE —DO NOT DISTURB <br /> PEDESTAL END ANGLE (BELOW) <br /> BRACKET SECTION VIEW n PLAN AT SUPPORT BRACKET <br /> S3.0 S4.4 NOTE: 1/2" = 1'—O" 53.1 S4.4 NOTE: 1/2" = 1'—O" <br /> 1. AT SIMILAR ONE SPAN CONDITION, MAIN BEAMS SHALL 1. SEE SHEET S4.5 FOR ADDITIONAL <br /> BEAR ON WT AT CENTER OF PEDESTAL INFORMATION AND REQUIREMENTS. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I I ENGR: JLK 2-28.14 Cllmax A-1. um HENDERSON MILL <br /> MECHANICAL DRAWN BY. JP 2-28.14 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 09-03-15 JLK STRUCTURAL CHECKED BY: JCB 2-2&14 AFr"p*4-AkAfoRW C0Mpdoy <br /> ELECTRICAL APPROVED BY: E.rIRE "s""LC0L0""°O memo, BRACKET DETAILS <br /> PIPING APPROVED BY' BAUR A4 ASSOCIATES <br /> SCALE: AS NOTED OTHER APP BY: e;n"At tTl.�f,e.4,11N6E PROJ.N0.13024 ISHT S4.4 I REV. 4 <br />