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EXISTING PIPES <br />EACH SIDE OF <br />.BUILDING - <br />-SEE NOTE <br />BELOW <br />A2.0 A4.0 <br />BUILDING <br />n WEST ELEVATION <br />EXTERIOR INSULATED <br />METAL WALL - SEE <br />DETAIL 4/A4.1 <br />A1,019.0 NOTE FLASHING OF ALL WALL PENETRATIONS 1/4' - 1' -0" <br />SHALL BE THE RESPONSIBILITY OF THE WALL <br />PANEL SUPPUER. REFER TO MECHANICAL <br />AND ELECTRICAL DRAWINGS FOR SIZE AND <br />LOCATION OF ADDIONAL WALL PENETRATIONS. <br />CONCRETE FOUNDATION <br />WALL - PAINT TO <br />MATCH EXISTING <br />T.O. PARAPET <br />9193' -0" <br />T.O. DECK ak <br />9192' -1 1/2" Mai <br />T.O. GIRT <br />9165' -7 1/2' <br />T.O. MCC F.F. <br />9176' -10' <br />T.O. F.F. <br />9176' -6" <br />D <br />PAINT DOORS TO <br />MATCH SIDING <br />A2.0 A4.1 <br />T , <br />A2.0 A4.1 <br />( � 1 <br />A2.0 <br />/ <br />102 \ <br />SOUTH ELEVATION <br />NOTE FLASHING OF ALL WALL PENETRATIONS <br />SHALL BE THE RESPONSIBILITY OF THE WALL <br />PANEL SUPPUER. REFER TO MECHANICAL <br />AND ELECTRICAL DRAWINGS FOR SIZE AND <br />LOCATION OF ADDIONAL WALL PENETRATIONS. <br />P T 9193' - 0' T.O. ARAPE <br />T.O. DECK ak <br />9192' -1 1/2" <br />EXTERIOR INSULATED <br />METAL WALL - SEE <br />DETAIL 4/A4.1 <br />T.O. GIRT <br />9165' -7 1/2 - ∎ <br />T.O. GRATING a <br />0184' -7" <br />Y FRAME AROUND <br />HOLLOW METAL DOORS <br />CONCRETE FOUNDATION <br />WALL - PAINT TO <br />MATCH EXISTING <br />T.O. F.F. a, <br />9176' -6" <br />A2.0 S3.0 <br />EXISTING PIPES <br />EACH SIDE OF <br />BUILDING - <br />-SEE NOTE <br />BELOW <br />n EAST ELEVATION <br />� O <br />7 <br />O.H. <br />t0 <br />A2..011,44.0 V <br />CONCRETE FOUNDATION <br />WALL - PAINT TO <br />MATCH EXISTING <br />1/4" = 1' -0' A1412.0 NOTE FLASHING OF ALL WALL PENETRATIONS 1/4" - 1' -0' <br />SHALL BE THE RESPONSIBILITY OF THE WALL <br />PANEL SUPPUER. REFER TO MECHANICAL <br />AND ELECTRICAL DRAWINGS FOR SIZE AND <br />LOCATION OF ADDmONAL WALL PENETRATIONS. <br />T.O. PARAPET <br />9193' -0" <br />T.O. DECK alik <br />9192' -1 1/2" <br />EXTERIOR INSULATED <br />METAL WALL - SEE <br />DETAIL 4/A4.1 <br />T.O. GRATING cb <br />9194' -7" <br />T.O. F.F. <br />9176' -6" <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 />1 <br />DATE <br />BY <br />SCALE <br />PAPER SIZE D <br />ENGINEER: <br />2 <br />3 <br />4 <br />5 <br />PLOT SCALE <br />INVERT OF SCALE <br />COMPUTER FILE: <br />.DWG <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 />NIMMO S - tsetis6 <br />NO <br />650E1 <br />5906 2 <br />MELON 1 <br />i8922018 <br />6506 <br />0506 <br />I=5 <br />12906 <br />129067 <br />MOE8 <br />DAIS <br />95 -18-10 <br />08,72 -10 <br />OB4-10 <br />08-01-10 <br />OB -18-10 <br />11-09-10 <br />u -29-10 <br />12 -17 -10 <br />01 -12-11 <br />05 -11 <br />DENCILIPTION <br />1®07 <br />EDWIN I <br />40M2 <br />C <br />10010111102 5MES <br />gym® <br />Is <br />294 <br />IOU 061M <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 310 SUCC1 Boulder, CO 80301 <br />303 -444 -9121 0) 303 -415-1070 (0 <br />w v <br />0� :Mal >r r =:27.4 o. <br />4 ..n mWwm ir.®r le led <br />estlept% set miller ear= wreal <br />W wild maw. <br />ID aro ion I. .r111.4- a.b <br />.m-MS a peen.. .m 4r ...f. <br />PROJECT: <br />LIME & KE <br />19302 COUNTY RD. <br />NO.3 <br />PARSHALL, CO <br />DATIL <br />EROS: <br />CLITCROk <br />00 -16-10 <br />1001 <br />D LINING TITLE: <br />ARCHREMIRAL <br />BULDNO <br />ELEVATIONS <br />11CAI <br />PROJECT MO: <br />NOIRE <br />10088 <br />011990/0 N0. <br />A2.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />