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FARTS LIST <br /> ,TEM .DTY' PART NO. PART DES+CR PTIC-N LENGTH UNIT:`fT. NET WT. <br /> 2 X-2PTB SLIDING PIPE TIE BACK FLATE S1:2i- S.67 1174 <br /> 2 2 X-TBC:A. T'EBA.C=KCLIP ANO:= 2.06 4.16 <br /> t P2126 2-3 6"OD X 126"SCH 40 CA.Ly'ANIZED PIFE 12E in 20.76 4,.7E <br /> 4 2 MCP CLAMP HALF 1.2"THICK.1 I-5:6"L0412 121 `6 i• S.S 7.10 <br /> 4 DCP ;2"THICK.5-54"CNTERTOC'ENTER CLAY FHALF 61;6i- 2.42 9:66 <br /> E 2 GU -`2 98"x 12'THREADED ROD(HDG.: `.05 2.09 <br /> 4 ta58R-8 5,6"'t 6"THREADED ROD IHDG.1 0.70 2.79 <br /> 4 A-U 65252 6'6"X 2-5,1"X.4-1'2'X 2"Ll-BOLT;HDG'. 1.00 4.00 <br /> a 4 G580 5 a"x 4"HDG_HEX EGO GR= 0.44 1.76 <br /> '0 2 G5802 547"x 2"HDG HEX BOLT GR_ 3.27 0.54 <br /> 11 10 3S FW E 6"HDG LISS FLAIWA.SHER "8 it 0.07 0.70 <br /> 12 18 G52-LW S'8"HDG LOCKA''ASHER 0.0S 0.47 <br /> 15 20 OS6NJT 5'8"HDG HEAVY 2H HEX NUT 0.13 2.63 <br /> TOTAL WT.R 8.8.49 <br /> -1-- __-_ <br /> r /y I <br /> 7 1 �� I ;' l'S f t, <br /> i <br /> --- TOWER LEGS. <br /> yl <br /> :f�`� <br /> % <br /> ST =•Ul 4k f/f,. <br /> N <br /> , 1-1.7TO6" <br /> `,.SECTOR FRAME <br /> CROSS ARM <br /> jREF.; Authorized by "EOR" <br /> TOLERANCE NOTES <..RIPTICN LDca=?-e4 • <br /> �W Yam.�� 25 Jun 2021 04:52:07 <br /> TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: SLIDING PIPE t1,1.1_r E� 1ry FLar*a.Ct <br /> SAWED,SHEARED AND GAS CUT EDGES tO.t7S6'" t 5=4PCi:T0.Yai- W.Argo ez,C; I <br /> TIE BACK ASSEMBLY t 9$fi7r�?t74;g Ptjr+catr,IN <br /> DR>ILED AND GAS CUT HOLES(±0.090"-NOCONING OF HOLES <br /> ,a <br /> LASER CUT EDGES AND HOLES(s0.-0fC)-NO CONING OFHOLES AtiaImanI* W► [ i <br /> BENDS ARE=1'2 DEGREE '` - <br /> ALL OTHER MACHIN'NG(Y0.0507 Po NJ. .AwN_- E4_..ArEzOrAL a4.,-^,7 <br /> ALL OTHER ASSEMBLY(Y t(MOI CEK 10.19:2016 SPTB <br /> _ C :� <br /> .a:oau-A4Vi:71. 0-i3S 5J_ :A':7!NCUSACE CMECaEDEY CL'.:. IC. - <br /> n,PJTJL olLAANi.:1:VCt!!2 ATMA1 L14.149 #Y34.,.LeY"h1�sWv3R5171-s.a�.%L.n- ,R 8-1 02 CUSTOMER BMC 1.17,20-18 SP'TB <br /> N7.4) Ii10.1nll 6AOC�AT"h7 N.."iT.hYf J7«nDi.YiW.si H'R tiVTh¢::.+f:Yr SS .�. �. �,•: <br /> ':+..M':rT M'�lRfatf b![TNT:-L^R•ltli',3-7V5. <br /> SUPPLEMENTAL <br /> NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER <br /> WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT SHEET NUMBER: REVISION: <br /> ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE <br /> CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY.GENERAL CONTRACTOR IS TO ^-�01 <br /> VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. K <br />