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EXHAUST FAN <br />- SEE MECH. <br />DRAWINGS <br />LOUVER - <br />SEE MECH. <br />DRAWINGS <br />L TO <br />HSS <br />SUPERSTRUCTURE ��UILDING <br />S / <br />BEYOND <br />S2.1S2.L <br />C4x5.4 <br />I <br />Q <br />n WEST WALL FRAMING ELEVATION <br />51.1 52.1 1/4' = 1 -0' <br />STEEL FRAME - ONE <br />AT FRONT EDGE AND <br />ONE AT BACK EDGE <br />OF AWNING. CONSTRUCT <br />USING L 2 1/2 X 2 1/2 <br />X 1/4 - WELD AT <br />INTERSECTIONS WITH <br />3/16' FILLET. <br />TYP. - FRAME AROUND <br />MECHANICAL FIXTURES <br />WITH L21 2X 2 <br />X 3/16 ED FOUR SIDES <br />I <br />24 GAGE <br />RIDGE FLASHING <br />GALVANIZED METAL <br />ROOF DECK - 22 GA. <br />X 1 1/2' - FASTEN <br />TO RIDGE AND EAVE <br />ANGLES <br />3/16 <br />8' <br />STEEL TUBE - <br />SEE 2/S3.3 <br />3 -4 <br />DOOR FRAME CHANNEL <br />BEYOND - SEE WALL <br />ELEVATION <br />AWNING ELEVATION <br />53.3 52.1 <br />L 21/2 X 2 1/2 <br />X 1/4 COM. BETWEE <br />ES AT BOTH <br />EAVES AND AT RIDGE <br />8' <br />EXHAUST FAN <br />- SEE MECH. <br />DRAWINGS <br />TYP. - FRAME AROUND <br />MECHANICAL FIXTURES <br />WITH L 2 1/2 X 2 1/2 <br />X 3/16 WELDED FOUR SIDES <br />NOTE: FRAMING REQUIRED <br />AROUND LOWER ON EAST <br />WALL NOT SHOWN - SEE <br />MECH. DRAWINGS. <br />n SOUTH WALL FRAMING ELEVATION <br />57.1 52.1 1/4' = 1• -0' <br />1/4" THICK <br />STEEL PL <br />- CENTER <br />ON COL <br />METAL <br />WALL <br />PANEL <br />n <br />S2 <br />VERTICAL GIRT <br />- SEE ELEV. <br />S2 <br />STEEL COL <br />- SEE PLAN <br />3/16 <br />GIRT -COL. CONN. DETAIL <br />L - 3X3X1/4 X 0 -2 <br />ABOVE OR BELOW <br />HORS. GIRT <br />L - 3%3X1/4 X V-2' <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />HORIZ. GIRT <br />- SEE ELEV. <br />3/16 <br />1 1 GIRT TO COL CONN. DETAIL <br />TUBE COL <br />- SEE PLAN <br />STEEL PL <br />3/8'X4' <br />X 0 -6' W /(2) <br />3/4'0 THRU- <br />BOLTS 0 3' O.C. <br />GIRT - SEE <br />ELEVATION <br />3 SIDES <br />GIRT TO GIRT CONN. DETAIL <br />52.1 52.1 3' = 1 -0' <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />3' = 1• - 0' <br />VERTICAL GIRT <br />- SEE ELEV. <br />L - 3X3X1/4 X 0 -2' <br />( 1 GIRT TO GIRT CONN. DETAIL <br />52.1 82.1 3" = 1' -O' <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />FOUNDATION <br />WALL <br />S2.1 52.1 <br />52.1 52.1 <br />VERTICAL GIRT <br />- SEE ELEV. <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />HORIZ. GIRT <br />- SEE ELEV. <br />3/16 <br />3/16 <br />VERTICAL GIRT BASE CONN. <br />VERT. GIRT <br />- SEE EL <br />3 SIDES <br />BASE PL - <br />1 /2"X4'%0' -7' <br />1/2'0 BOLT <br />CENTERED IN SLOT <br />WITH WEDGE SHIM <br />AT CHANNEL FLANGE <br />( L ( 6x 11 33�x1 /4x0 <br />. -101/2' <br />LOfTEDV/ H90/16.0 <br />CENTERED IN CHANNEL <br />1 1 GIRT TO BEAM CONN. DETAIL <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 />2 <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 />REVISIONS - MUSE <br />NO. <br />Ism I <br />En 2 <br />111179011 1 <br />11711012 <br />2802 s <br />8908 4 <br />8308 5 <br />EMI <br />®018 <br />83012 <br />DATE <br />a3-18-10 <br />0o-22 -I0 <br />01 -90-10 <br />00.01 -10 <br />00 -18-10 <br />11 -00-10 <br />11-24-10 <br />12 -1P -10 <br />01 -12-11 <br />05-011 <br />DEBGROPRON <br />POE <br />ND <br />snow I <br />DOM 2 <br />P00IDA11011 MEM <br />111, PEWS <br />IS <br />694 <br />O81I8G9 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31. S,, , Boulder, Co 10301 <br />303- 444 -9121 (v) 303415 - 107015 <br />ww4 <br />aaO= 02ZINln Ibm = eir o tea S.w.®sr� <br />--. r.uer Z <br />Ib. Y tb ..rea.e. <br />IE mexs ill I. .r.4 ®d. by Or <br />.autr..1s b_ pas.. .11k m .,.1c <br />PROJECT: <br />I-IML� & � AKE <br />PROJECT <br />HENDERSON f�COUNTY t I L <br />I 3O2 COUN . <br />NO.3 <br />PARSHALL, CO <br />DAZE: <br />D RAWN: <br />CHECKED: <br />08 -18-10 <br />NEB <br />JC9 <br />DRAWING ITT <br />WALL FRAIANG <br />ELEVATIONS AND <br />DETAILS <br />P ROJECT NO: <br />NOTED <br />10088 <br />I DRAIDDT NI <br />S2.1 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />r <br />BUILDING <br />© <br />SUPERSTRUCTURE <br />n <br />S 1 <br />S2.1 <br />S . - S2c <br />C4x5.4 <br />S2.1 <br />r1 <br />BEYOND <br />S2.1 <br />o <br />S2.1 <br />x <br />u <br />C5x6.7 <br />Q <br />a <br />H' <br />u <br />C4x5.4 <br />a <br />Y <br />S2.1 <br />a <br />t <br />Q U <br />S2.1S <br />k <br />S 1 <br />■ <br />.1 <br />EXHAUST FAN <br />- SEE MECH. <br />DRAWINGS <br />LOUVER - <br />SEE MECH. <br />DRAWINGS <br />L TO <br />HSS <br />SUPERSTRUCTURE ��UILDING <br />S / <br />BEYOND <br />S2.1S2.L <br />C4x5.4 <br />I <br />Q <br />n WEST WALL FRAMING ELEVATION <br />51.1 52.1 1/4' = 1 -0' <br />STEEL FRAME - ONE <br />AT FRONT EDGE AND <br />ONE AT BACK EDGE <br />OF AWNING. CONSTRUCT <br />USING L 2 1/2 X 2 1/2 <br />X 1/4 - WELD AT <br />INTERSECTIONS WITH <br />3/16' FILLET. <br />TYP. - FRAME AROUND <br />MECHANICAL FIXTURES <br />WITH L21 2X 2 <br />X 3/16 ED FOUR SIDES <br />I <br />24 GAGE <br />RIDGE FLASHING <br />GALVANIZED METAL <br />ROOF DECK - 22 GA. <br />X 1 1/2' - FASTEN <br />TO RIDGE AND EAVE <br />ANGLES <br />3/16 <br />8' <br />STEEL TUBE - <br />SEE 2/S3.3 <br />3 -4 <br />DOOR FRAME CHANNEL <br />BEYOND - SEE WALL <br />ELEVATION <br />AWNING ELEVATION <br />53.3 52.1 <br />L 21/2 X 2 1/2 <br />X 1/4 COM. BETWEE <br />ES AT BOTH <br />EAVES AND AT RIDGE <br />8' <br />EXHAUST FAN <br />- SEE MECH. <br />DRAWINGS <br />TYP. - FRAME AROUND <br />MECHANICAL FIXTURES <br />WITH L 2 1/2 X 2 1/2 <br />X 3/16 WELDED FOUR SIDES <br />NOTE: FRAMING REQUIRED <br />AROUND LOWER ON EAST <br />WALL NOT SHOWN - SEE <br />MECH. DRAWINGS. <br />n SOUTH WALL FRAMING ELEVATION <br />57.1 52.1 1/4' = 1• -0' <br />1/4" THICK <br />STEEL PL <br />- CENTER <br />ON COL <br />METAL <br />WALL <br />PANEL <br />n <br />S2 <br />VERTICAL GIRT <br />- SEE ELEV. <br />S2 <br />STEEL COL <br />- SEE PLAN <br />3/16 <br />GIRT -COL. CONN. DETAIL <br />L - 3X3X1/4 X 0 -2 <br />ABOVE OR BELOW <br />HORS. GIRT <br />L - 3%3X1/4 X V-2' <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />HORIZ. GIRT <br />- SEE ELEV. <br />3/16 <br />1 1 GIRT TO COL CONN. DETAIL <br />TUBE COL <br />- SEE PLAN <br />STEEL PL <br />3/8'X4' <br />X 0 -6' W /(2) <br />3/4'0 THRU- <br />BOLTS 0 3' O.C. <br />GIRT - SEE <br />ELEVATION <br />3 SIDES <br />GIRT TO GIRT CONN. DETAIL <br />52.1 52.1 3' = 1 -0' <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />3' = 1• - 0' <br />VERTICAL GIRT <br />- SEE ELEV. <br />L - 3X3X1/4 X 0 -2' <br />( 1 GIRT TO GIRT CONN. DETAIL <br />52.1 82.1 3" = 1' -O' <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />FOUNDATION <br />WALL <br />S2.1 52.1 <br />52.1 52.1 <br />VERTICAL GIRT <br />- SEE ELEV. <br />EXTERIOR WALL PANEL NOT SHOWN FOR CLARITY <br />HORIZ. GIRT <br />- SEE ELEV. <br />3/16 <br />3/16 <br />VERTICAL GIRT BASE CONN. <br />VERT. GIRT <br />- SEE EL <br />3 SIDES <br />BASE PL - <br />1 /2"X4'%0' -7' <br />1/2'0 BOLT <br />CENTERED IN SLOT <br />WITH WEDGE SHIM <br />AT CHANNEL FLANGE <br />( L ( 6x 11 33�x1 /4x0 <br />. -101/2' <br />LOfTEDV/ H90/16.0 <br />CENTERED IN CHANNEL <br />1 1 GIRT TO BEAM CONN. DETAIL <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 />2 <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 />REVISIONS - MUSE <br />NO. <br />Ism I <br />En 2 <br />111179011 1 <br />11711012 <br />2802 s <br />8908 4 <br />8308 5 <br />EMI <br />®018 <br />83012 <br />DATE <br />a3-18-10 <br />0o-22 -I0 <br />01 -90-10 <br />00.01 -10 <br />00 -18-10 <br />11 -00-10 <br />11-24-10 <br />12 -1P -10 <br />01 -12-11 <br />05-011 <br />DEBGROPRON <br />POE <br />ND <br />snow I <br />DOM 2 <br />P00IDA11011 MEM <br />111, PEWS <br />IS <br />694 <br />O81I8G9 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31. S,, , Boulder, Co 10301 <br />303- 444 -9121 (v) 303415 - 107015 <br />ww4 <br />aaO= 02ZINln Ibm = eir o tea S.w.®sr� <br />--. r.uer Z <br />Ib. Y tb ..rea.e. <br />IE mexs ill I. .r.4 ®d. by Or <br />.autr..1s b_ pas.. .11k m .,.1c <br />PROJECT: <br />I-IML� & � AKE <br />PROJECT <br />HENDERSON f�COUNTY t I L <br />I 3O2 COUN . <br />NO.3 <br />PARSHALL, CO <br />DAZE: <br />D RAWN: <br />CHECKED: <br />08 -18-10 <br />NEB <br />JC9 <br />DRAWING ITT <br />WALL FRAIANG <br />ELEVATIONS AND <br />DETAILS <br />P ROJECT NO: <br />NOTED <br />10088 <br />I DRAIDDT NI <br />S2.1 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />