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EXISTING BLDG COL <br />SAW —CUT AND REMOVE <br />PORTIONS OF EXISTING <br />WALL FRAMING THAT <br />INTERFERE WITH NEW <br />DOOR FRAMING — CONNECT <br />REMAINING PORNONS OF <br />FRAMING TO NEW DOOR <br />FRAME MEMBERS <br />9238' -8 1 4' <br />NEW PLATFORM <br />FRAMING BEAMS <br />— SEE SFR SI.1 <br />n <br />S20S.3 <br />52. <br />DOOR AWNING BEYOND <br />— SEE 2/53.3 <br />` NEW C7X9.8 <br />TTACH VERT. DOOR <br />FRAMING MEMBER TO <br />THRESHOLD BEAM PAM <br />DETAIL 3/S2.1 <br />3/16 <br />EXISTING C7X9.8 <br />EXISTING C7X9.6 <br />DUSTING C7X9.8 <br />REMOVE EXISTING <br />LOWER AND <br />REPLACE WITH <br />INSULATED METAL <br />SIDING — SEE ARCH, <br />DWGS. FOR SIDING <br />REO'TS. AND LIMITS <br />NOF REPLACEMENT .7 <br />N <br />NEW C7X9.8 \.3( <br />EXISTING C7X9.8 <br />14' -9 rt <br />N <br />N <br />YP. <br />N <br />N <br />N <br />N <br />N <br />n DOOR FRAMING ELEVATION <br />S2'5119.3 LOOKING SOUTH <br />DUSTING BLDG COL— <br />- EXISTING C7X9.8 <br />NEW LANDING <br />SUPPORT BEAM <br />— SEE PLAN <br />SHT. 51.1 <br />AWNING BEYOND <br />HSS TO C> 116 V � <br />S3.3 <br />11T► DOOR FRAME <br />11,0 <br />—SEE 1/53.3 <br />A AT DOOR TO BE <br />EXISTING GIRT <br />REMOVED <br />' J EXISTING BLDG COL <br />f <br />GUARDRAIL <br />HSS4X2X3 /16 <br />I„ii <br />G <br />STAIR STRINGERS <br />— SEE ELEVATION <br />PLATFORM EDGE <br />BEAMS — SEE PLAN <br />UME SLAKER <br />SILO <br />PLATFORM SUPPORT <br />BEAM — SEE PLAN <br />STEEL TUBE AT <br />DOOR THRESHOLD <br />— SEE PLAN <br />—WELD TO PLATFORM <br />EDGE �1EAM LEACH END <br />W/ ALL — AROUND <br />WALL SECTION AT DOOR <br />52.0 53.3 1/2' = 1' -o- <br />EXIST COL <br />1' -7 3/4' <br />3' -4 1/2' <br />EXIST C6X8.2 GIRT <br />NEW SLAB <br />OVER EXIST. <br />FOUNDATION <br />52. 5,2.1 <br />( -3-. ) DOOR FRAMING ELEVATION <br />SAW —CUT <br />EXISTING <br />12' THICK <br />FOUNDATION <br />WALL <br />51 ' 0 L' 3 LOOKING SOUTH 1/2' <br />This drawing together with any and all additions, correc— <br />tions, changes and alterations thereof is the property of <br />Climax Molybdenum Co. and is furnished on the express <br />condition that it shall not be reproduced, copied, lent, or <br />disposed of directly or indirectly, nor used for any other <br />purpose than for which it is specifically furnished without <br />prior written consent of said Climax Molybdenum Co. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />3 <br />4 <br />5 <br />DATE <br />BY <br />SCALE <br />PLOT SCALE <br />INVERT OF SCALE <br />COMPUTER FILE: <br />.DWG <br />PAPER SIZE D <br />ENGINEER: <br />DRAWN BY: <br />CHECKED BY: <br />APPROVED BY: <br />APPROVED BY: <br />DATE <br />CLIMAX MOLYBDENUM COMPANY <br />19302 COUNTY ROAD No. 3 <br />PARSHALL, CO <br />(303) 569 -3221 <br />SHEET No. <br />NO. <br />13111 <br />1141 2 <br />09H0011 <br />AMON 2 <br />199001 8 <br />194 <br />EDI <br />EAR <br />MI 7 <br />HOMO= — 035U35 <br />DMZ <br />08 -16-10 <br />00 -2240 <br />06-06 -10 <br />33 -04-10 <br />00 -16-16 <br />11-09 -10 <br />3. 21--10 <br />12 -17 -10 <br />01 -12-11 <br />DWG No. <br />DION <br />PAR <br />RD <br />EDEN 1 <br />REDA 2 <br />(1 <br />RAIDS WADE <br />BMW IAMB <br />69 <br />A 4 <br />MOO DRAM <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31., swan Boulder. CO 80301 <br />303- 444-9121 (v) 303-415-1070 (1) <br />v <br />ramm..sm are. <br />- are ..e r rn <br />e_,p r .s Y a .eraYe aom <br />Y. _I a w.opoe. <br />Aaoo tell he mla a ab is O. <br />sass taro pip au ...t <br />PREDIET: d � <br />LICE 8LAKER <br />PROJECT <br />fy RD <br />G y PDERSON IL LL <br />1W WL COUNTY . <br />NO 3 <br />PARSHAI.L, Co <br />DAT11 <br />DRAWN: <br />COCKED: <br />06 -10-10 <br />DRAWING TULE <br />DOOR <br />F RAAINCI <br />DETAILS <br />BCA11C <br />PROIDCT N0: <br />NOM <br />10098 <br />DRAWING NO <br />S3.3 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />REV. Let. <br />