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BRACKET ELEVATION <br />S2.0 53.2 <br />3/4" - 1' -0' <br />SEE PLAN <br />STAIR TREAD <br />- SEE GEN. NOTES <br />S JR STRINGER <br />- SEE ELEV. <br />1 1/4 "0 STD PIPE <br />HANDRAIL SEE 5/S3.1 <br />FOR ADD'L INFO. <br />TYPICAL STAIR SECTION <br />S2 1 1/2' - 1' -0" <br />NEW STAIR STRINGER <br />- SEE STAIR ELEV. <br />3 SIDES <br />L TO BM <br />WEB TYP. <br />0 <br />g <br />2 <br />0 <br />1" MIN. CLEAR <br />FROM TREAD <br />NOSE TO EDGE <br />OF STRINGER. <br />1 1 4'0 <br />PIPE 5TD <br />HANDRAIL <br />AND POSTS. <br />MAX. POST <br />SPACING 6' 0" <br />n BRACKET ELEVATION <br />52.0 53.2 <br />3/16 <br />3/16 IC <br />STEEL CHANNEL <br />-SEE PUN <br />NOTE W.F. <br />BEAM <br />C SES) OME <br />TYPICAL GUARDRAIL <br />51,019.i SEE PLAN FOR EXIQ115 <br />GRATING <br />3/4" <br />1 1/2' = 1' -0" <br />L3x3x3/16x0' -3' W/ <br />(1) 3/4.• THRU- <br />BOLT <br />CHANNEL <br />WEB TO PL //16 <br />EXISTING GRATING <br />3 <br />STAIR STRINGER - <br />SEE STAIR ELEV <br />5201.2 1 1/2" = <br />MONORAIL DETAIL <br />EXISTING STEEL <br />COLUMN <br />BRACKET ELEVATION <br />S2.0 53.2 <br />C12x20.7 - SPAN BETWEEN <br />EXISTING PLATFORM EDGE <br />MEMBERS AT 4' -0 "4 O.C. <br />- ATTACH W/ CUP ANGLE <br />51M. TO 3/53.2 <br />1 1 STAIR STRINGER BASE <br />51.1 53.2 TYPICAL EACH END OF MONORAIL 1 1/2" = 1' -0" <br />L4x3x1/4 (5LV) <br />ONE SIDE <br />WHERE BEAM <br />15 OFFSET <br />3 SIDES <br />L TO BM <br />WEB TYP. <br />3/4" - 1' -0" <br />CP - WEB <br />& FLANGES <br />n DOGLEG STRINGER CONN. <br />S2.0 53.2 1 1/2" - 1' -0" <br />2 -12 <br />L3x3x3 /16xCONT. <br />TYP. U.N.O. <br />STAIR STRINGER <br />- SEE ELEV. <br />3/16 <br />CMU WALL <br />( 1 CMU SLIP CONNECTION <br />51.1 53.2 1 1/2" - 1 ' - 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 fumished without <br />prior written consent of said Climax Molybdenum Co. <br />DESCRIPTION OF REVISION <br />REFERENCE DRAWINGS <br />1 <br />2 <br />3 <br />4 <br />5 <br />DATE <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 />REVISIONS - SERIES <br />NO. <br />E.WI l <br />EMI 2 <br />MU <br />ME 2 <br />MB 3 <br />133111 <br />N! 5 <br />13330 <br />EH06 7 <br />DAIe <br />05 -10-10 <br />05 -02 -10 <br />00 -00-10 <br />26 -0140 <br />a0 -10-10 <br />11-03 -10 <br />11 -23-10 <br />12 -17 -10 <br />01 -I2-u <br />05 -06-II <br />DISCRIP}ION <br />war <br />40013Bil 1 <br />MR 2 <br />00196MON <br />=MA ISITDDRE <br />ITMOML =OE <br />69 3 <br />69 <br />TIED 01700H <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st Succc Boulder, CO 80301 <br />303- 444-9121 (9) 303415 -1070 (I) <br />v.tcbeuccom <br />4.xp <br />fix= maa Tar�n,p� m er <br />f W ° W etrr <br />tram. r.. t� <br />10 4arem dad be reeked r eb b err <br />cranes amn ward. w — ..1. <br />PROJECT: <br />L C & A <br />rl 1 <br />rBCBiSON IWl <br />19302 COUNTY RD. <br />NO. 3 <br />PARSHALL, CO <br />DAME <br />DRAWN: <br />CSEC®: <br />00 -16-10 <br />RES <br />!L9 <br />DRAWING ,R1.11: <br />MISCELLANEOUS <br />STAB M <br />FRAMING <br />y <br />DETALS <br />SCATS: <br />PROJECT NO: <br />NOTED <br />IOWA <br />DRAWING NO. <br />83.2 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />