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RECEIVED <br />MAR 2 7 2014 <br />Division of Raclamation, <br />Mining & Safety <br />MAR 7 2014 <br />Division of Raclamation, <br />Mining & Safety <br />STRUCTURAL <br />DRAWING INDEX <br />SHEET NUMBER <br />ABBREVIATIONS <br />DATE <br />2 -28 -14 <br />BY <br />JLK <br />L <br />ANGLE <br />EOST. <br />EOSTNG <br />L <br />LENGTH. STEEL ANGLE <br />R. RAD. <br />RADIUS <br />O <br />AT <br />- W) <br />EAST( -WEST) <br />LAM. <br />LAMINATED <br />R.C. <br />REWORCED CONCRETE <br />S2.1 <br />CENTERLINE <br />S2.2 <br />EACI <br />LB(S). <br />POUNDS) <br />RE:. REF. <br />REFER TO (REFERENCE) <br />I <br />DIAMETER <br />E.E. <br />EACH END <br />LL <br />LIVE L <br />RED. <br />RECOMMENDED) <br />NUMBER, POUNDS <br />E.F. <br />EACH FACE <br />LLV <br />LONG LEG VERTICAL <br />REINF. <br />REINFORCE( EN NGXD) <br />PLATE <br />E.J. <br />EXPANSION JOINT <br />Loc(S). <br />LOCATE. LOCATION(S) <br />REM. <br />REMAIN <br />t <br />UNVEEFlQliTOLERANCE. <br />E_ <br />ELEVATION <br />LaNb. <br />LONGITUDINAL <br />RET. <br />RETURN <br />P ITTI NEGAUNE <br />ELEV. <br />ELEVATOR <br />L.P. <br />LOW POINT <br />REQ`D. <br />REQUIRE) <br />S6.1 <br />CYCLONE DETAILS <br />EMBED. <br />EMBEDDED EMBEDDED <br />LSL <br />LAMINATED STRAND LUMBER <br />RE S). <br />REQUIREMENTS) <br />A.B. <br />ANCHOR DOLT <br />ENGR. <br />ENGI NIMR <br />LT. <br />LIGHT <br />RMKD . <br />REMOVE D <br />ABV. <br />ABOVE <br />EQ. <br />EQUAL <br />LTWT. LW. <br />LIGHTWEIGHT <br />R.0. <br />ROUGH ING <br />AC <br />AMERICAN CONCRETE INSTITUTE <br />F.Q. SP. <br />EQUALLY SPACED <br />LVL <br />LEVEL. LAMINATE) VENEER LUMBER <br />ADO'L <br />ADDITIONAL <br />EQUIP. <br />EQUIPMENT <br />5 <br />SOUTH <br />A.F.F. <br />ABOVE FINISHED FLOOR <br />ES <br />EACH SIDE <br />MACH. <br />MACHINE <br />S.C. <br />SUP CRITICAL <br />RISC <br />AMERICAN INSTITUTE <br />EW. <br />EACH WAY <br />MANIF. <br />MANUFACTURE(RXD) <br />SCHE). <br />SCHEDULE <br />OF STEEL CONSTRUCTION <br />EXP. <br />EXPAN90N <br />As <br />MASONRY <br />SECT. <br />SECTION <br />ALT. <br />ALTERNATE <br />EXT. <br />EXIERIOR <br />MAYL <br />MATERIAL <br />9M. <br />SIMILAR <br />ALUM. <br />ALUMINUM <br />MAX <br />MAMMUM <br />S.L. <br />SNOW LOAD <br />ANCH. <br />ANCHOR <br />FAR. <br />FABRICATE <br />MECH. <br />MECHANICAL <br />SLY <br />SHORT LEG VERTICAL <br />APA <br />AMERICAN PLYWOOD ASSOCIATION <br />FDN. <br />FOUNDATION <br />MEP <br />MECHANICAL/ELECRICAL/PLUMBNG <br />S.O.G. <br />SLAB -ON -GRADE <br />APPROX <br />APPROOMATE <br />F.F. <br />FINISHED FLOOR <br />MIN. <br />MINIMUM <br />SP. <br />SPACE(5) <br />ARCH. <br />ARCHITECTURAL <br />FN. <br />FINISH(ED) <br />MISC. <br />MISCE LANEOUS <br />SPECS} <br />7CFFIICATION(5 <br />ASTM <br />ASTM INTERNATIONAL <br />FLD. <br />FIELD <br />ML <br />MICROLLAM <br />S-P -F <br />9itUCE -PINE <br />FLG. <br />FLANGE <br />MM <br />MILLMERFR <br />SO. <br />SQUARE <br />BAL <br />BALANCED) <br />FUR. <br />FLOOR <br />M.O. <br />MASONRY OPENING <br />S.S. <br />STAINLESS STEEL <br />BD. <br />BOARD <br />F.D. <br />FACE OF <br />MTL <br />METAL <br />ST. <br />STRAIGHT <br />BEM. <br />BELOW <br />F.P. <br />FULL PENETRATION. FIREPROOFING <br />SAD. <br />STANDARD <br />BEN. <br />BENEATH <br />FRAM. <br />FRAMING <br />N�-S) <br />NNoCRRT7HHC(�� nT�H�� <br />STIFFENER <br />NATOlADESKII SPECIFICATION <br />SSm�' <br />ANDST <br />B.F.F. <br />BELOW FNMHED FLOOR <br />FT. <br />FOOT. FEET <br />N.I.C. <br />140T IN CONTRACT <br />STL <br />STEEL <br />BLDG. <br />BUILDING <br />FT0. <br />FOOTING <br />NM <br />NONMETALLIC <br />STRUCT. <br />STRUCTURAL <br />BLKG. <br />BLOCKING <br />F.V. <br />FIELD VERIFY <br />NO. <br />NUMBER <br />Stipp. <br />SUPPORT <br />BM. <br />BEAM <br />NOM. <br />NOMINAL <br />SVC. <br />SERVICE <br />B.O.F. <br />BOTTOM OF FOOTING <br />qq <br />SCREW 9ZE SCAUGE) <br />NS <br />NEAR SIDE, NON-SHRINK <br />S.W. <br />SHEAR WALL <br />B.O.S. <br />BOTTOM OF STEEL <br />Cry <br />GAGE GAUCE <br />N.T.S. <br />NOT TO SCALE <br />SYM. <br />SYMMETRICAL <br />BOTT. <br />BOTTOM <br />CALV. <br />GALVANIZED <br />N.W. <br />NORMAL WEIGHT <br />B.O.W. <br />BOTTOM OF WALL <br />0.B. <br />GRADE BEAM <br />T <br />TOP <br />BRG. <br />BEARING <br />G.C. <br />GENERAL CONTRACTOR <br />O.AF- <br />OR APPROVED EQUIVALENT <br />T dR B <br />TOP AND BOTTOM <br />BSMT. <br />BASEMENT <br />GL <br />GLU -LAM <br />O.C. <br />ON CENTER <br />TEMP. <br />TEMPERATURE <br />G.N. <br />GENERAL NOTES <br />O.D. <br />OUTSIDE DIAMETER <br />THK. <br />THICI((NESS) <br />CAP. <br />CAPACITY <br />OR. <br />GRADE <br />O.F. <br />OUTSIDE FACE <br />T1 <br />TOTAL LOAD <br />C.C. <br />CENTER TO CENTER <br />O.H. <br />OPP097E HAND <br />T.O. <br />TOP OF <br />C.L. <br />CENTERLINE <br />H.A.S. <br />HEADED ANCHOR STUD <br />OPG. <br />OPENING <br />T.QG <br />TOP OF CONCRETE <br />C_, CR <br />CLEAR <br />HD. <br />HEADED, HOLDOWN <br />OPP. <br />OPPOSITE <br />T.O.F. <br />TOP OF FOOTING <br />C.G. <br />CEILING <br />H.D.G. <br />HOT DIPPED GALVANIZED <br />OVS. <br />OVERSIZED <br />T.O.M. <br />TOP OF MASONRY <br />C.J. <br />CONTROL JOINT <br />H.F. <br />HEM- IR <br />T.O.P. <br />TOP OF PIER, PILASTER) <br />77�� <br />�IUAIID FASTENER <br />STEEL, �B) <br />CCNP <br />CONCRETE ilASOIiRYA <br />HORIZ <br />HORIZONTAL <br />PAR. <br />PARALLEL <br />T.O.W. <br />70P OF Ml. <br />COI.. <br />COLUMN <br />H.P. <br />HIGH POINT <br />PP gP <br />PARTIAL (JOINT) RATION <br />TOPPING <br />CUNC. <br />CONCRETE <br />HT. <br />HEIGHT <br />POUNDS PER CUBIC FOOT <br />CONN. <br />CONNECTION <br />HHVAC <br />HEATH% VENTILATION, A/C <br />120(4 <br />PIECES) <br />TYP. <br />TYPICAL <br />CONST. <br />CONSTRUCTION <br />PEN. <br />PEN ATION <br />CONT. <br />CONTINUE, CONTINUOUS <br />IBC <br />INTERNATIONAL BUILDING CODE <br />PERP. <br />PERPENDICULAR <br />ULT. <br />UIJTMATE <br />CONTR. <br />CONTRACTOR <br />I.D. <br />INSIDE DIAMETER <br />PL <br />PARALLAN <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />COORD. <br />COORDINATE <br />INSIDE FACE <br />PL <br />PLATE <br />C'n"). <br />CENTER(EO) <br />I.F. <br />IH. <br />INCHES <br />PLF <br />POUNDS PER LINEAL FOOT <br />VERT. <br />VERTICAL <br />C.Y. <br />CUBIC YARb <br />INFO. <br />INFORMATION <br />PREFAB. <br />PREFABRICATED <br />IN. -LB. <br />NCR -POUND <br />PRELIM. <br />PRELIMINARY <br />W <br />VEST <br />d <br />NAL SZE (PENNIES) <br />TNT. <br />INTERIOR <br />PROP. <br />PROPRIETARY <br />W/ <br />WITH <br />D.A.S. <br />DEFORMED ANCHOR STUD <br />PS <br />PRESTRESSED <br />We <br />WITHOUT <br />DBL <br />DOUBLE <br />J.B.E <br />JOIST BEARING ELEVATION <br />PSF <br />POUNDS PER SQUARE FOOT <br />RWRDD <br />WIDC WOOD <br />D-F( -L) <br />DOUGLAS FR ( LARCH) <br />JST. <br />JOIST <br />PS <br />POUNDS PER SQUARE NCH <br />W.F. <br />WIDE FLANGE <br />DIA. <br />DIAMETER <br />JT. <br />JOINT <br />PSL <br />PARALLEL STRAND LIMIER <br />W.P. <br />WORK POINT, WATERPROOFING <br />DIAL. <br />DIAGONAL <br />PT. <br />POINT <br />WT. <br />WEIGHT <br />DIM. <br />DIMENSION <br />K <br />KIP <br />P.T. <br />POST - TENSIONED <br />W.W.F. <br />WELDED WIRE FABRIC <br />D.L. <br />ON. <br />DEAD LOAD <br />DOWN <br />OTY. <br />QUANTITY <br />X <br />CROSS (BRACING) <br />DO. <br />p7w1c((5S))'-�IcS)(5) <br />DITTOL( <br />EXPLANATION OF <br />QUAL <br />SECTION <br />QUALIFIED <br />MARKS <br />YD. <br />�' <br />YARD <br />ZINC <br />DWL(5} <br />DDWIi q <br />1 <br />ECTION <br />FIRST <br />2 <br />STRUCTURAL SHEET <br />3 <br />STRUCTURAL SHEET WHERE <br />WHERE SECTION IS TAKEN <br />SECTION IS DRAIN <br />STRUCTURAL <br />DRAWING INDEX <br />SHEET NUMBER <br />SHEET CONTENTS <br />DATE <br />2 -28 -14 <br />BY <br />JLK <br />SO.0 <br />COVER SHEET <br />SO.1 <br />GENERAL NOTES <br />SO.2 <br />GENERAL NOTES <br />SO.3 <br />GENERAL NOTES <br />S1.0 <br />SITE PLAN <br />S2.0 <br />SCHEMATIC ELEVATIONS <br />S2.1 <br />EXCAVATION ELEVATIONS, TOWERS 1 -2 <br />S2.2 <br />EXCAVATION ELEVATIONS, TOWERS 3 -4 <br />S2.3 <br />EXCAVATION ELEVATIONS TOWERS 5 -6 <br />S2.4 <br />EXCAVATION ELEVATIONS TOWERS 7 9 <br />S2.5 <br />EXCAVATION ELEVATIONS TOWERS 10 -11 <br />S2.6 <br />EXCAVATION ELEVATIONS TOWERS 12 -13 <br />S2.7 <br />EXCAVATION ELEVATIONS TOWER 14 <br />S2.8 <br />TYPICAL EXCAVATION PLAN <br />S3.0 <br />TYPICAL ONE SPAN ELEVATION <br />S3.1 <br />TYPICAL TWO -SPAN PLAN AND ELEVATION <br />S3.2 <br />TYPICAL SUPPORT FRAME ELEVATIONS <br />S4.0 <br />FOUNDATION DETAILS <br />S4.1 <br />DOLUMN BASE DETAILS <br />S4.2 <br />T.O. FRAME DETAILS <br />S4.3 <br />PIPE SUPPORT DETAILS <br />S4.4 <br />BRACKET DETAILS <br />S4.5 <br />BRACKET DETAILS <br />S4.6 <br />BRACKET DETAILS <br />S5.0 <br />TEMPORARY SHORING <br />S6.0 <br />CYCLONE PLAN AND ELEVATION <br />S6.1 <br />CYCLONE DETAILS <br />S6.2 <br />CYCLONE DETAILS <br />S7.0 <br />PIPE INLET BLOCK ELEVATION AND SECTION <br />S7.1 <br />PIPE INLET BLOCK PLAN <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />ISSUED FORBID WALK <br />DATE <br />2 -28 -14 <br />BY <br />JLK <br />APP BY <br />VENTILATION <br />MECHANICAL <br />ENGR: JLK <br />DRAWN BY: JP <br />2 -28 -14 <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />• ClimaxMolybdenum <br />A Freeport-McMoRan <br />ORADO ny <br />EMPIRE /PARSHALL, COLORADO <br />303. 569-3221 <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />ABBREVIATIONS AND <br />DRAWING INDEX <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -2874 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ. NO. 13024 SHT SO.O REV. <br />