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ABBREVIATIONS STRUCTURAL DRAWING INDEX <br /> L AN 01£ E).DOSf. FJOSIING L LdG1H,Sn]D.ANgE R RAD. RADIUS SHEET SHEET SHEET SHEET <br /> O Al (�h EAST(-WEST) DAY, LAMINATED 0.4 RDNFORLEO LWCREIE <br /> 4 """RE LI EAa B(s). PWNOS) nt RAF°T0(R�°°X) NUMBER CONTENTS NUMBER CONTENTS <br /> OIAYEnR EE EAgI dD LL UVE AEG RECWYdD ED) <br /> N-EIL PdN05 EF. FACX iACF LLV LONG L£G VERRLAL RENT. REINFORCE(d NG)(0) <br /> R CUTE ELJ. wANBIOR JOINT LOCIS). LOCATE LOCAnON(Sh Rd. <br /> NVFIBF1d TOLERANCE DZVAnUN CON -TUDINAL AET. R"dEn1RN <br /> PO91"`�'E`"n''E m. EL1erOOTm LSL -IN p1ED STRAND WNBER "BRE°Di(s} a"BEw R"EDDFNT(s) SO.O ABBREVIATIONS AND SHEET INDEX S5.0 NOT USED <br /> 0. ANCHW BQT VA_ mNEd LT. UoRT RYN(D, RdOVE(0) <br /> %JJv. ABOVE E0. EQUAL <br /> LM ON UWMMT R0. RWGN IP NG SO.1 GENERAL NOTES <br /> Aq AYEPoLAN CONfAER IILSinUfE E0.SP. EWALLY SPACED LNL LEVEL_NA_NDRFA LLMBd <br /> A T.. ADdn' EQUIP. EWI SM s II,UP SO.2 GENERAL NOTES S6.0 NOT USED <br /> AIW ABOVE 1 nl BOOR ES. EACN SIDE MACH. MACHINE SG SLP CItlTICAL <br /> AE3C AYEPoLANINSTITUTE EW IwAWAY YANUF. NANUFACIURE(R)(D) SOOD. sLHEWIE S0.3 GENERAL NOTES <br /> STEEL CWSiRUCnON EKP. EFPA'm VAS. MASONRY SECT. SELINN <br /> ALT. 1DOU1E EM. E%iFRloa YATL TEMAL SOT. FLMAR <br /> ALUIL ALBLf1W NAR NAWNIN SL SNOM'L- S7.0 NOT USED <br /> ANOI. ANLHdt FAB. FABNCATE YELN. MEgIMOCAL SLV SHORT LEG ADE <br /> APA AMEPoCANPLYW000ASSOLIAMN F.F. FWNOATION YN. MINN.ANICAL/IIEtltlLAL/MOLBMC III SUB-ON-GRADE S1.0 SITE PLAN <br /> APPROC APPAO%YAIE F.F. FlMSHED FLOgi MN. IN 5p. SPACE(5) <br /> ARCH AROAIECNRAL Fx. iWSX(W) NISC. YISCDIAFEWS SPEas). SPEDFlGAnW(5I S8.0 STAIR ELEVATION <br /> ASnA ASIY MIEANAIIONAL FIO. FlDD YL NILU.- S-P-f SPRUCE-PINE-R <br /> BN. BALA 1M) "LA. fLM"DaR Ma I, °PENING Gas :50TA'N�s,EEL S2.0 SCHEMATIC ELEVATIONS PIPE SUPPORT ELEVATION <br /> m. BOAAD F. FACE OF N((L NsiA sr. smucxT $2.1 ELEVATION TOWER 1 S8.1 AT TOWER 9 <br /> BEH BENEATH FRAM. fAAYINO ETRARW,FlREPRODFINO NW) NA"nONAL-T&SPE°i1CAMIN STD. STANDARD <br /> G.11.. a oW fINnN.fL00R R iWT.SDFQT N.I. NOT IN cwmACT - - S2.2 ELEVATION TOWER 2 S8.2 ENLARGED STAIR PLAN <br /> NOa BUIIONc F.1 FoonNc NM NN""'Mwc sTRULT. sTRucTWAL S2.3 ELEVATION TOWER 3 S8.3 STAIR DETAILS AT TOWER 9 <br /> BU(G BLOgONC F.V. FlF1O HMFY Na BER 91PP. SUPPdiT <br /> ( Nan RIYI s'G Sd"� S2.4 ELEVATION TOWER 4 S8.4 STAIR DETAILS AT TOWER 9 <br /> O.O.F. BOTnR1 aF FW1NG 6`"ACE GAUEGFSOAVC� N T.ST"l0I uAlE-� SYII. SYYYEIRILI.L.TT. BOT1W oFsrEEL S2.5 ELEVATION TOWER 5 S8.5 STAIR DETAILS AT TOWER 9 <br /> .TT. BOTIOLI CALV. "%'IIID N.T NORMAL MDfRIT <br /> ao.w. BOTRMI aF WALL aB. GRADE BUM r 10P S2.6 ELEVATION TOWER 6 S8.6 ENLARGED STAIR ELEVATION <br /> BRG BEARWC aG GdERAL CONRtALTOR QAE OR AF'PIIOVED EWIVALENT i a B TOP AM BOTRAI <br /> BSNT. BASEMENT (i GW-UY 0.G d CdTFA IEYP. 1FMPFRANRE <br /> WP. CAPACITY GGR".' tlt°dAO�EALN016 O.F. aTm°aE1U1 a iowln�Aa S2.7 ELEVATION TOWER 7 <br /> CL m`E"iT xi lc CENT°I RAs HEADED ANCHOR STUD O°'"PG roE° "AND TT.°o:c. TOP°i CONCRETE S2.8 NOT USED <br /> a,qR aEAR w. Y.HOT EADED.NOlDOYM DPP. OPPOMre I . '°"a OF NioonNc <br /> °DUNG N. 52.9 ELEVATION TOWER 9 <br /> fA4 OPPd GALVANI2FD OVS ON'R42ID T.O. TOP ASWRY <br /> GJ CWiRW JONT H.F. Hd-FIR T.O.P. n d'(RER,Pus1FR) 52.1 0 ELEVATION TOWER 10 <br /> IXJW COMPLETE EJgNP PFNEIRATOI HC MOq( PA,, POIgE12-ALIUATED iAS1dER T.aS TOP OF(VISIEEL SLAB) <br /> LYU CONCRETE Y UMT KP ION PONTL AR PARALLEL T.O.W. TOP dF ALL <br /> COL COWMN RP. N. PgN pp((Jp PARTIAL(JEN7)�PFNflRATW 1PG TOPPING <br /> GONG WNLRETE M. H-N PLF PWN05 MoR d1BlG FOOT TNANG TRANSVERSE S2.11 ELEVATION TOWER 11 <br /> LWN. CWNECinON NVAL NEARNG YdlOAIgN,A/C PC(5). PI 5) T� S2.12 ELEVATION TOWER 12 <br /> CWST. CON9IRUCRON PDI Pd nW <br /> CWT. CONiNLL££,,CWRNUWs IBC IN1DtNARWAL BUBDNG CODE PERP. PERPOIDKAR.Vt ULT. UU111A1E <br /> CW1R. CD DINAM I.D. INSIDE gAICIFR M PARALLAY U.N.G. UNLESS NOIID OINERWSE <br /> COORD. COORDINATE I.Ii. IMBOND FACE PL pUTE <br /> m(b). con ED) PLi WN.Pd WEAL FOOT VFAT. IERTKAL S3.0 TYPICAL ONE SPAN ELEVATION <br /> 4Y. CUBIC YMD INFO. INFOPoIAIION PRETAB. PREFABMCATED <br /> IN.-LB. iNW-PgDO PRELY. PRENYINARY WT TYPICAL TWO-SPAN PLAN AND <br /> 4 NAIL 512E(PDINnS) TNT. NIEMOR PROP. PROpRETARY �O N1HWT S3.1 D.A.S. DEFORMED ANCHOR STUD PREsmESRm ELEVATIONS <br /> DBL DWBDE J.BE JdST BEARING FIEVARW PSF PWNDS PER so'AI FOOT WIDE WOOD <br /> D-i(-L) OWGLAs FlR(IMLN) a. -T PSI p0UN05 Pd SWAA£INCH W.F. N1OE FUNGE S3.2 TYPICAL SUPPORT FRAME ELEVATIONS <br /> NAG DIA_AL Jf. JONT Pt POWAl1EL STRAND LUMBd IWrcP. W T qNi.WATERPROOFING <br /> pN. MNFNBON K TOP P.T. PDST-Td5I . W.W.F. WaOED NRE I'ABNC <br /> D.L DEAD LOAD <br /> DWO: gT00I0 °OU.H. WALF. ro. DD (.A-.) S4.0 FOUNDATION DETAILS <br /> EXPLANATION OF SECTION MARKS �'- S4.1 COLUMN BASE DETAILS <br /> S4.2 T.O. FRAME DETAILS <br /> zta S4.3 PIPE SUPPORT DETAILS <br /> FIRST STRUCTURAL SHEET STRUCTURAL SHEET WHERE S4.4 BRACKET DETAILS <br /> WHERE SECTION IS TAKEN SECTION IS DRAWN S4.5 I BRACKET DETAILS <br /> S4.6 BRACKET DETAILS <br /> S4.6.1 BRACKET DETAILS <br /> S4.7 BRACKET DETAILS <br /> S4.8 X-BRACE DETAILS <br /> S4.9 BRACKET DETAILS <br /> S4.10 BRACKET DETAILS <br /> S4.11 BRACKET DETAILS <br /> S4.12 BRACKET DETAILS <br /> S4.13 COLUMN BASE DETAILS <br /> DWG.NO. REP RENCEDRAWINGS DES CRIPTIONOFREVISION DATE BY VENTILATION ENGR: JLK 2-2R-14 =ClimaxM0lybdenum HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2-28-14 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 00-03-15 JLK STRUCTURAL CHECKED BY: JCB 2.28-14 A Frosport-MCMoRan Company <br /> ELECTRICAL APPROVED BY: _ AR J'`a0�O0 ABBREVIATIONS AND <br /> PIPING APPROVED BY: BAUR6LA5SCX:IATES DRAWING INDEX <br /> L ITPNG ENOINEERA <br /> SCALE: AS NOTED OTHER APR BY: �ct+NA PROJ.NO.t3024 IsHT 50.0 I REV. 4 <br />