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3/8' TREADED ROD <br />WITH NUT - WELD <br />TO L 0 3' -0' 0.C. <br />- BY STEEL SUPPUER <br />2X WOOD BLKG <br />22 GA. GALV. <br />STEEL COPING <br />- PAINT <br />CONTINUOUS CLEAT <br />EDGE CHANNEL <br />RE: STRUCTURAL <br />L TO L <br />TOP OF PARAPET <br />- SEE ELEV. <br />3/16 <br />3/16 <br />INSULATED METAL <br />PANEL SYSTEM <br />- SEE 1/A3.0 <br />STEEL GIRT <br />RE: STRUCTURAL <br />PANEL FASTENER <br />- SEE SPECIFICATIONS <br />INSULATED METAL <br />PANEL SYSTEM <br />- SEE 1/A3.0 <br />INSULATED METAL <br />PANEL SYSTEM <br />-SEE 1/A3.0 <br />STEEL ANGLE <br />L3x3x1 /4xCONT. <br />20 GA. GALV. <br />FLASHING - PAINT <br />BACKER ROD AND <br />SEALANT <br />CONCRETE FOUNDATION <br />RE: STRUCTURAL <br />EXPOSED PORTION <br />OF FOUNDATION <br />TO BE PAINTED SAME <br />COLOR AS WALL PANELS <br />ROOF DETAIL <br />A3.0 A4.0 <br />l l FLOOR DETAIL <br />A3AA .0 <br />1 ' BASE DETAIL <br />A3.0 A4.0 <br />EPDM WASHERED <br />FASTENER <br />L BX 31/2 X 5/16 <br />X COAT. (LLV) <br />Fl EwD- FORMED <br />FLASHING MEMBRANE <br />3/16 2 -12 <br />TO L <br />ROOFING ASSEMBLY <br />-SEE 1/A3.0 <br />L 6 X 3 1/2 X 5/16 <br />X CONT. (LLV) <br />L 353X3/16 O <br />STEEL BEAM AND COLUMN <br />RE STRUCTURAL <br />STEEL COLUMN <br />RE: STRUCTURAL <br />STEEL COLUMN <br />RE: STRUCTURAL <br />METAL DECK <br />RE: STRUCTURAL <br />3/8' 0 HILT1 <br />KWIK -BOLT 3 <br />WITH 3' EMBED <br />0 3' -0' O.C. <br />1 1/2' <br />1 1/2' - 1' -0 <br />1 1/2' <br />SEE DETAIL 1/A4.0 <br />FOR PARAPET <br />AND FLASHING <br />INSULATED METAL <br />PANEL SYSTEM <br />- SEE 1/A3.0 <br />STEEL EDGE ANGLE <br />RE: STRUCTURAL <br />PANEL FASTENER <br />- SEE SPECIFICATIONS <br />INSULATED METAL <br />PANEL SYSTEM <br />- SEE 1/A3.0 <br />1 1 ROOF DETAIL <br />A3�A4.0 <br />( <br />" FLOOR DETAIL <br />A35.0 <br />EXISTING INSULATED <br />METAL PANEL SYSTEM <br />- SEE 1/A3.0 <br />24 GA. CONTINUOUS <br />CORNER TRIM <br />EPDM WASHERED <br />FASTENERS <br />NEW INSULATED <br />METAL PANEL SYSTEM <br />- SEE 1/A3.0 <br />SILO FLASHING RING <br />BY SUPPUER <br />FIELD FORMED <br />FLASHING MEMBRANE <br />SEE 8 /S4.0 FOR <br />TYPICAL SILO FLASHING <br />ROOFING ASSEMBLY <br />-SEE 1/A3.0 <br />PLUG WELD <br />L TO W -BEAM <br />0 3' -0' O.C. <br />PARAPET SUPPORT <br />ANGLES - SEE <br />1/A4.0. TRIM <br />OUTSTANDING LEG <br />OF LOWER ANGLE <br />AS REQUIRED TO <br />AVOID SILO BASE <br />ANGLE INTERFERENCE <br />STEEL BEAM AND COLUMN <br />RE: STRUCTURAL <br />1 1/2" - 1' -0' <br />3/16 <br />2 -12 <br />STEEL GRATING <br />RE: STRUCTURAL <br />STEEL BEAM AND COLUMN <br />RE: STRUCTURAL <br />1 1/2" - 1' - <br />NEW INSULATED <br />METAL PANEL SYSTEM <br />-SEE 1/A3.0 <br />24 GA. CONTINUOUS <br />CORNER TRIM <br />to WALL INTERSECTION DETAIL <br />A2.0 At.O 1 1/2' - 1' -0' <br />SEE DETAIL 1/A4.0 <br />FOR PARAPET <br />AND FLASHING <br />INSULATED METAL <br />PANEL SYSTEM <br />-SEE 1 /A3.0 <br />( <br />° ROOF DETAIL <br />AS.O At.O <br />STEEL EDGE ANGLE <br />RE: STRUCTURAL <br />PANEL FASTENER <br />- SEE SPECIFICATIONS <br />INSULATED METAL <br />PANEL SYSTEM <br />-SEE 1/A3.0 <br />INSULATED METAL <br />PANEL SYSTEM <br />- SEE 1/A3.0 <br />STEEL ANGLE <br />L3x3x1 /4xCONT. <br />FLASHING - SEE <br />DET. 9/S4.0 <br />CONCRETE FOUNDATION <br />RE STRUCTURAL <br />EXPOSED PORTION <br />OF FOUNDATION <br />TO BE PAINTED SAME <br />COLOR AS WALL PANELS <br />FLOOR DETAIL <br />A3.0 EO <br />It BASE DETAIL <br />A3.0 A4.0 <br />SILO FLASHING RING <br />BY SUPPUER <br />FIELD - FORMED <br />FLASHING MEMBRANE <br />SEE 8/54.0 FOR <br />TYPICAL SILO FLASHING <br />ROO AAjSEMBLY <br />PARAPET SUPPORT <br />ANGLES - SEE <br />1/A4.0. TRIM <br />OUTSTANDING LEG <br />OF LOWER ANGLE <br />AS REQUIRED TO <br />AVOID SILO BASE <br />ANGLE INTERFERENCE <br />STEEL BEAM AND COLUMN <br />RE: STRUCTURAL <br />-STEEL GRATING <br />RE: STRUCTURAL <br />STEEL BEAM AND COLUMN <br />RE: STRUCTURAL <br />1 1/2' - 1' -0' <br />STEEL COLUMN <br />RE: STRUCTURAL <br />3 /8' 0 HILT1 <br />KWIK-BOLT 3 <br />WITH 3' EMBED <br />0 3' -0' O.C. <br />1 1/2 <br />22 GA. GALV. <br />STEEL COPING <br />-PAINT <br />I I I I �mnitr if dIC Illf:ll III C� . 1 <br />FTR 11 <br />SEALANT 01 <br />ROOFING ASSEMBLY <br />-SEE 1/A3.0 <br />DRAIN ASSEMBLY <br />WITH CLAMPING RING <br />72 ROOF DETAIL <br />A1.2 A4.0 <br />FIELD TAPER SUMP TO <br />PROVIDE A SMOOTH <br />TRANSITION AS REQ. <br />EXTEND FTR NON - REINFORCED <br />MINIMUM OF 1/2 BEYOND <br />INSIDE OF CLAMPING RING <br />ROOF DRAIN FLASHING DETAIL <br />A1.2 At.O <br />S <br />FTR NON - REINFORCED <br />MEMBRANE FLASHING <br />TAPERED INSULATION <br />ATTACHED 0 MINIMUM <br />OF 2 FASTENERS PER BOARD <br />HOT AIR WELD <br />FIR MEMBRANE <br />NOTE: USE TAPERED ROOF INSULATION TO <br />CREATE DRAIN SUMP. TAPER 18 INCHES <br />FROM DRAIN CENTER. NO SUMP AT <br />OVERFLOW DRAIN. <br />SILO FLASHING RING <br />BY SUPPUER <br />FIELD -FORMED <br />FLASHING MEMBRANE <br />ROOFING ASSEMBLY <br />-SEE 1/A3.0 <br />FM FASTENERS & <br />STRESS PLATES 12' <br />O.C. AROUND SUMP AREA <br />NO SCALE <br />n SILO FLASHING DETAIL <br />A1.2 A4.0 1 1/2' <br />NEW STEEL GIRT <br />C7X9.8 - SPAN <br />20' -0' BETWEEN <br />EXIST. BLDG. COLS. <br />9193' -0" <br />STEEL EDGE ANGLE <br />RE STRUCTURAL <br />EXISTING INSULATED <br />METAL PANEL <br />STEEL BEAM <br />RE: STRUCTURAL <br />1 1/2" - 1' -0' <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 />2 <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 />N0. <br />ME <br />TOR 2 <br />AIM <br />878<ON 2 <br />ran <br />8908 4 <br />ZEE 5 <br />INIS <br />89d <br />®R6 <br />BEY0001® - ISSUES <br />DATE <br />00 -16-10 <br />06 -Td -10 <br />03-90 -10 <br />06 -04-10 <br />06 -16-10 <br />11--10 <br />U -59-10 <br />12 -17 -10 <br />01 -12-11 <br />65-0041 <br />DWG No. <br />DPfION <br />PEW <br />41B®D I 1 <br />BEDE 2 <br />CONEVEMB <br />roam( <br />AIL NEMO <br />El <br />L4 <br />Me ORME <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st SI/. 1385E , CO 80301 <br />303.444 -9121 (r) 303- 415 -1070 (L) <br />ts-ussvjebsurvoln <br />= a m mm >r aA m <br />w a S rtt=e1tW ®a l <br />antra as ma .1.1 fer ar=enat <br />the .al of On afar. <br />a Mamas, a.11 b..4 a Or us <br />.sn.as Was m•m.aar v m .ac <br />PROTECT: <br />LIE SLAKER <br />HENDERSON IL L <br />19302 COUNTY RD. <br />NO.3 <br />PARSHAL CO <br />DRAWN: <br />CBECJ®: <br />06 -10-10 <br />NED <br />708 <br />mum; TRUE <br />ARCHRECTURAL <br />DET/r8 <br />BUTZ <br />PROJECT NE <br />NOTED <br />10028 <br />DRAWING NO <br />A4.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />REV. Let. <br />