Laserfiche WebLink
V-6 <br />1/2" <br />I BY <br />I APP BY <br />VENTILATION <br />ENGR. JLK <br />1' -3 <br />1/2" <br />HENDERSON OPERATIONS <br />SSUED FOR BID <br />3-7 -14 <br />DOUBLE NUTS ABOVE BEARING <br />MECHANICAL <br />BEARING PLATE TO <br />2 -28 -14 <br />'° " Climax Molybdenum <br />AFrePIREIPMcMoROL Company <br />EMPIRE /PARSHALL, COLORADO <br />303-56 9-3221 <br />PLATE <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -28 -14 <br />1/4 FLANGE OF WT <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />13/16"0 LONG SLOTTED HOLE IN <br />BOTTOM FLANGE OF MAIN BEAM, <br />ALIGNED w/ BEAM LENGTH FOR <br />THERMAL GROWTH ALLOWANCE <br />4 <br />1 3/4" <br />4 <br />MOLYBDENUM BASED PERMANENT <br />LUBRICANT, TEFLON PAD OR EQUAL, <br />© •. <br />/d.. <br />v <br />BETWEEN MAIN BEAM AND PLATE <br />d <br />d <br />DOUBLE NUTS ABOVE STIFFENED <br />d <br />3/4 "x4 "x8" STAINLESS STEEL BEARING <br />CONNECTION, SHOP INSTALLED <br />AND SHIM PLATE, EACH BEAM, w/ (1) <br />— DELIVER TO SITE w/ THREADED <br />13/16"0 HOLE FOR 3/4 "0 A325 BOLT, <br />4 <br />v <br />RODS PROJECTING <br />< <br />4 <br />LOCATE BOLT AT CENTER OF SLOT <br />FITTED STIFFENER PLATES ON <br />1/4 <br />WT FLANGE AND WEB <br />CHANNEL AT HANGER RODS, WELD <br />1/4 <br />TO CHANNELS, TYP. <br />a <br />ALL AROUND w/ 3/16" FILLETS <br />a <br />4" <br />N <br />WT6x22.5 BEARING SUPPORT FOR <br />d <br />-I <br />BACKER PLATE ON CHANNEL <br />N <br />NEW MAIN BEAMS, HOLD DOWN <br />L] <br />v d <br />CENTERED ON HANGER RODS <br />1/4" FOR WELD SURFACE AT TOP <br />1/2 "x8 "x1' -2 ", w/ 3/8" FILLET WELDS <br />V <br />-1" <br />FOUR SIDES <br />v <br />3/4 "0 x 6" GALVANIZED HILTI KWIK <br />d <br />BOLT 3 w/ MIN. 4" EMBEDMENT <br />ANGLE TO CHANNEL <br />v <br />4" <br />1 /4 TWO SIDES <br />WASHER PLATE TO <br />CHANNEL AFTER FINAL <br />s <br />1 <br />�� <br />—$ <br />HTO <br />3/16 POSITIONING <br />CHANNE S,AHOLD T G TO FACE OF <br />CONCRETE PEDESTAL (NO CONN. TO <br />v <br />d <br />CONCRETE) <br />SECTION AT HANGER RODS <br />S4.5 S4.6 NOTE: 1 1/2" = 1' -0" <br />SEE 3/S4.5 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. <br />I DWG. NO. I REFERENCE DRAWINGS <br />SECTION AT SIDE OF PEDESTAL <br />S4.5 S4.6 NOTES: 1 1/2" = V-0- <br />1. 1. AT SIMILAR ONE SPAN CONDITION, EXTEND MAIN BEAM TO BEAR ON <br />CENTER OF PEDESTAL, w/ CONN. BOLT AT CENTER OF WT. <br />DESCRIPTION OF REVISION <br />DATE <br />I BY <br />I APP BY <br />VENTILATION <br />ENGR. JLK <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />SSUED FOR BID <br />3-7 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY. JP <br />2 -28 -14 <br />'° " Climax Molybdenum <br />AFrePIREIPMcMoROL Company <br />EMPIRE /PARSHALL, COLORADO <br />303-56 9-3221 <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 />I:I <br />RECEIVE <br />Division of RaclamE <br />Mining & Safet <br />BRACKET DETAILS <br />PROJ. NO. 13024 SHT S4.6 <br />