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L . <br />n WALL SECTION <br />A2 1 .o <br />Li <br />STEEL COLUMN <br />RE: STRUCTURAL <br />TYPICAL ROOFING SYSTEM: <br />50 MIL ADHERED MEMBRANE ROOF <br />OVER 1/2' GYPSUM BOARD <br />OVER TAPERED RIGID INSULATION <br />OVER VAPOR BARRIER <br />— REFER TO SPECIFICATION FOR <br />PRODUCT INFORMATION <br />STEEL BEAM <br />RE: STRUCTURAL <br />STEEL GIRT <br />RE: STRUCTURAL <br />TYPICAL EXTERIOR WALL <br />24 GA DECK W/ 1 3 8' FLUTE <br />OVER 3 5/8' RIGID INSULATION <br />OVER T G4 SHEET (TOTAL) <br />PANEL THICKNESS 5' <br />REFER TO SPECIFICATION AND <br />4/A4.1 FOR ADDmONAL <br />INFORMATION <br />CONCRETE FOUNDATION <br />RE: STRUCTURAL <br />CONCRETE SLAB <br />RE: STRUCTURAL <br />3/4' = I -0• <br />L_ <br />1 <br />A21 1A4.1 <br />STEEL BEAM <br />RE: STRUCTURAL <br />STEEL COLUMN <br />RE STRUCTURAL <br />STEEL GRATING <br />RE: STRUCTURAL <br />STEEL BEAM <br />RE STRUCTURAL <br />CONCRETE SLAB <br />RE: STRUCTURAL <br />n WALL SECTION <br />A29.0 SEE 1/A3.0 FOR ROOF AND WALL INFORMATION. 3/4' 1. -0' <br />SILO WALL — DESIGN <br />BY MANUFACTURER <br />CONCRETE FOUNDATION <br />RE: STRUCTURAL <br />n WALL SECTION <br />A201.0 SEE 1/A3.0 FOR ROOF AND WALL INFORMATION. 3/4' 1' -0' <br />SILO WALL — DESIGN <br />BY MANUFACTURER <br />STEEL BEAM <br />RE: STRUCTURAL <br />STEEL COLUMN <br />RE: STRUCTURAL <br />STEEL GRATING <br />RE: STRUCTURAL <br />STEEL BEAM <br />RE: STRUCTURAL <br />CONCRETE FOUNDATION <br />RE: STRUCTURAL <br />CONCRETE SLAB <br />RE: STRUCTURAL <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 />PAPER SIZE D <br />ENGINEER: <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 />REVISIONS — 11180E8 <br />NO <br />BM 1 <br />Tf8 <br />NEON 1 <br />NICE <br />BR 3 <br />MI <br />BO <br />T� 6 <br />001 <br />� <br />DATE <br />o5 -Ia-m <br />00 -22 -10 <br />m -30-10 <br />00 -01-10 <br />00 -18-10 <br />11-03 -10 <br />11$-10 <br />L -(T -10 <br />01 -12 -U <br />05-0■-11 <br />DILON <br />POET <br />BID <br />RIM 1 <br />OMNI 2 <br />101101X1 MOM <br />MU DOOMS <br />LI 3 <br />LI 4 <br />11113213 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st Strcct Boulder, CO 80301 <br />303-444 -9121 (e) 303-415-1070 (1) <br />wavrcb.uccom <br />CRT= :AM Thee� sad Ow <br />M∎ am. W Ortiz <br />graftp pa.m4m =1 <br />r..ur . .. rm <br />w ...trwmagle.r. <br />a gys m r .mnEM a d. by Da <br />am a was.eaV NLL m .ut <br />PROJECT: <br />ILLE BLAKE <br />PROJECT <br />HENDERSON LILL <br />19302 COUNTY RD. <br />NO.3 <br />PARSHALL, CO <br />DAIS <br />D RAIN <br />CHECKED: <br />00 -18-10 <br />1m2 <br />ICE <br />O WING 11112 <br />ARCHITECTURAL <br />WALL 8EC71ON8 <br />SCALE <br />PROTECT NO: <br />NOTED <br />10023 <br />IRWIN° NO. <br />A3.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />