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W12X85 COL <br />- HSS5x5x1 /4 COI <br />. . 017X14 01 <br />Y lk ✓ <br />; &I A <br />i9 <br />W17X14 <br />W12065 <br />51.1153.1 <br />CMU WALL <br />BELOW <br />CMU WALL BELOW <br />S1.0 53.1 <br />VULCRAFT - 1.5B20 <br />METAL DECK - SEE <br />6/S3.1 FOR FASTENING <br />TO STEEL BEAMS <br />HSS5X5XI /4 COL <br />STEEL OUTRIGGERS <br />AT W12x14 BEAMS: <br />- L3x3x3/1B AT O' - <br />O.C. - SEE 1 /M.D <br />W12X85 COL <br />LSB <br />W12X65 COL <br />8 <br />51.1 53.2 <br />W12X65 COL <br />STEEL SILO ABOVE <br />TO BE WELDED TO <br />STRUCTURAL STEEL <br />- DESIGN OF SILO <br />BASE ATTACHMENT <br />BY SILO SUPPLIER <br />CONTINUOUS EDGE <br />ANGLE ALONG 3 SIDES <br />�2 2 3SEE2DDET//AILS <br />O <br />© ROOF FRAMING PLAN <br />NOTE TOP OF STEEL ELEVATION - 9192' -0'. U.N.O. 1' -D <br />S1.11S2.1 <br />LS2 <br />0 <br />14' -6 <br />U. <br />a <br />N.— <br />INN. <br />111111 11111. <br />STAIR STRINGER / n <br />- SEE ELEV., . <br />SHEET S2.0 <br />I t f <br />WBx18 6�■16�— <br />V , L.:,.. :i,. ■lip <br />0 <br />�i <br />k\ <br />f = = == <br />i <br />5 <br />V <br />STAIR SUPPORT <br />BRACKET - SEE <br />2/53.2 —� <br />ATTACH EACH END <br />OF W8 TO EXIST. <br />COLUMN WEB PER <br />DETAIL 3 S32 <br />EXISTING BLDG <br />COLUMN <br />EXISTING EXTERIOR <br />METAL WALL PANEL <br />FIELD FR END <br />OF ACCESS PLATFORM <br />TO WITHIN 1 OF EDGE <br />OF SILO AFTER SILO <br />INSTALLATION IS COMPLETE <br />SILO <br />2D' -0 <br />51. 11 S2.0 <br />51.1 <br />0 <br />STAIR SUPPORT <br />BRACKET - SEE <br />3/S3.2 <br />EXISTING BLDG <br />COLUMN <br />HSS 7X7%1/4 <br />CENTERED ON <br />EXISTING WALL <br />PANEL AT DOOR <br />THRESHOLD <br />CENTERLINE SILO <br />AND ACCESS <br />PLATFORM <br />© SILO ACCESS FRAMING PLAN <br />- <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 />DATE <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 />2 <br />3 <br />4 <br />5 <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 />SHEET No. <br />NO <br />0961 <br />16969 <br />33■ 1 <br />3901616 <br />21129 <br />014 <br />®R5 <br />19308 8 <br />1013 <br />091 <br />E - »35usa <br />DAM <br />05 -i5-10 <br />55-10 <br />09 -90-10 <br />08-0140 <br />00 -10-10 <br />11-0I-10 <br />11 -29-10 <br />11 -17 -10 <br />01-16 -11 <br />UI -01-0 <br />1N19CRIPTION <br />9®11 <br />ADIEU I <br />0369300/01 <br />MOM <br />IDDISSULDISISMIS <br />AS 4 <br />@DID 0111318 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st Street So,Ida, CO 80301 <br />303 -444 -9121 (v) 303- 415 - 1070(0 <br />a.jcbau <br />O � tG and If. <br />i. <br />au. =cram. me.m.a r we <br />belft a .m. a a ar .. Ne.m <br />w�..ld Um . m� <br />m ersrl• toll Y we.e m b bm <br />5 80 been 1•..m .11e u. .at <br />PROTECT•. <br />LLE <br />SLAKER <br />PROJECT <br />HENDERSO�N MILL <br />19302 COUNTY RD. <br />NO. <br />PARBHALL, CO <br />Di=6: <br />DRAIN: <br />DEC,®: <br />ORATING TILE: <br />ROOF AND 8L0 <br />FRANNO PLANS <br />SCALE: <br />PROTECT NNE <br />0B -TB-1O <br />1128 <br />1/ 4• _ 1' - 0' <br />10088 <br />DRAWING NO <br />S1 .1 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />