Laserfiche WebLink
5, 9236' —B 1/4 <br />NEW UME SLAKER <br />SILO <br />51.1 52.0 <br />NEW SILO <br />ACCESS <br />PLATFORM <br />n WALL SECTION ® SILO <br />DUSTING BUILDING <br />COLUMN <br />EXISTING BUILDING <br />BRACE <br />EXISTING ROUGHER <br />PLATFORM <br />920 <br />EXISTING BUILDING <br />EXTERIOR WALL <br />AND WALL FRAMING <br />3/16 — 1' -0 <br />52.0153.3 <br />O 45 <br />EXISTING ROUGHER <br />PLATFORM <br />9206' -0 <br />HANDRAIL CONT. <br />EA SIDE EA. STAIR <br />— NOT SHOWN <br />FULL LENGTH FOR <br />CLARDY — SEE 4/S3.2 <br />LANDING GUARDRAIL <br />3 SIDES — INTERRUPT <br />AT DOOR — SEE 5/S3.2 <br />5 ) 9236' —B 1/4 <br />52.01S3.2 <br />SILO BEYOND —I <br />1B' -4 I <br />I- <br />20 TREADS 0 11 <br />52.0 S .2 <br />STAIR SUPPORT <br />BRACKET <br />CENTERUNE SILO <br />AND NEW DOOR <br />NEW DOOR — SEE <br />FR FOR WALL <br />FRAMING <br />HANDRAIL <br />12' -10 3' -11 <br />14 TREADS 0 11 <br />s2.0 . \� <br />C12X20.7 <br />SR STRINGER <br />— TAI <br />STAR SUPPORT <br />BRACKET <br />52.0 53.2 <br />14' -0• I I <br />11' -11 <br />13 TREADS 0 11 <br />STAIR ELEVATION AT GRID K <br />31.1 sz.o 3 /16 '' —o <br />LOOKING SOUTH ° <br />DIMING <br />BUILDING <br />COLUMNS <br />LANDING GUARDRAIL <br />3 SIDES — CONT. <br />WITH STAIR HANDRAIL <br />— SEE 5/S3.2 <br />STAIR SUPPORT <br />BRACKET <br />O <br />H <br />O <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 />1 <br />2 <br />3 <br />4 <br />5 <br />DATE <br />BY <br />DESCRIPTION OF REVISION <br />SCALE <br />PLOT SCALE <br />INVERT OF SCALE <br />COMPUTER FILE: <br />.DWG <br />PAPER SIZE D <br />ENGINEER: <br />DRAWN BY: <br />DATE <br />CHECKED BY: <br />APPROVED BY: <br />APPROVED BY: <br />CLIMAX MOLYBDENUM COMPANY <br />19302 COUNTY ROAD No. 3 <br />PARSHALL, CO <br />(303) 569 -3221 <br />601® - T8BUi8 <br />NO <br />EM f <br />123311 2 <br />EtYNON 1 <br />121111 <br />199116 4 <br />830E 5 <br />11302 e <br />2806 <br />DATI <br />00 -19-10 <br />D9 -22-lo <br />a9 -30-10 <br />a9 -01-lo <br />D9 -18-1➢ <br />11-03-10 <br />ux9-lo <br />12 -19 -10 <br />01 -12-11 <br />D5 -06-u <br />DIDCOPNON <br />PI21m <br />11120011 1 <br />1111201112 <br />EWE= MEM <br />11001111. 1211:411128 <br />L 3 <br />a 4 <br />11110111 0114111221 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st Street Boulder, CO 80301 <br />303-044 -9121 (v) 303 -415-1070 (0 <br />v .jcbaucmm <br />W <br />Isd6a ORM � m. a .w <br />mu. <br />9. .a1 r W — <br />SII m.alr — Na. ro m: oak a.. 618 <br />LIE SLAKER <br />PROJECT <br />HENDERSON FALL RD. <br />19302 COUNTY . <br />NO.3 <br />PARSHALL, CO <br />Data: <br />DRAIN: <br />C®La® <br />99 -19-10 <br />NB9 <br />'CB <br />1RAw1N0 71Da: <br />STAR <br />SECTION AND <br />ELEVATION <br />Walt <br />PROJECT NO: <br />NORM <br />10089 <br />I DRAWING NO. <br />82.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />SHEET No. <br />DWG No. REV. Let. <br />