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PLUMBING FIXTURE SCHEDULE <br />SYR <br />OEStl81AN <br />CONECIKN STS <br />I N <br />V <br />CH <br />RPM <br />ELECTRICAL <br />MANUFACTURER <br />6 MODEL <br />NOTES <br />W <br />V <br />PH <br />AO, <br />AIWA ORAN- JOSAMSERES 23ECOVP. LARGE SLIAP, PROWNAOE TOP, COATED CAST RCN ROCF OWN, VANDAL PROOF SQIIVE <br />PEDESTRIAN GRATE SET IN SECURED ERNE, FLASHING OMAR. DECK CUM, BOTTOM 011101 <br />PLAN <br />- <br />- <br />EEO <br />1550 <br />DOWNSPOUT NOZZLE -JOSAM25015. RCU(WN(ALWY FINISH. MWLLFLAIOE <br />PLAN <br />- <br />- <br />EMERGENCY SHGVER WASH, HAWS 100E1 8308, 1068' STAMESS STEEL SIOMEREAD, SINLESS STEEL <br />EYEWASH RECEPTOR MINIM ABS PLSTC EYEFACE WASH HEADS. Pal RCN SHOWER ACTIVATION, PUSH RAO OR FOOT <br />TFEAFlE EVEFACE WASH ACTNATON, I -lW SCHEDULE 40 HOT-UPPED GA/YAWED STEEL SUPPLY AIM 02210, ANSI =31 <br />COPIUARR. FINISH MN TIERIILRTAOC 6122113VALVE, HAWS 9202, POSE 1071, 1EWETEO WATERVALVE WITH FALSAFE BACK- <br />UP. SET PONT 8 1. <br />- <br />- <br />1 -1W <br />LI4' <br />F0-1 <br />FLOOR WAIN 6JFM51EDAREAS). FIELD FABRICATED NCH REMOVABLE CRATE SEE DUAL INS SLEET FORFIFDER <br />NOAWTON <br />PINT <br />116 <br />1 <br />BEAOOLIDRlB 1B71U <br />11&1 <br />HOSE BNB. WITH VACUUM BREAKER FIIRO. BYOWER <br />IPO 414 CABINET <br />66 <br />T <br />00 <br />001 <br />OVERLOY ROOF CRAPE JOSAMSEFES 215E0 WITH ODATED CAST RONBOOY, BCTIOM OWLET, ADJUSTABLE TOP, L.OM°CAST <br />RON COIF SIRANRVIIIHSTANESS STEEL MESH SCREEN COVER cm CUM, CLAW MONO GRAVEL OLND. PR07TE 7 <br />MGR PUSIN WIERNL STAM N'E WREN MXMED AT SAW LEMMAS ROOF OMAN, <br />PLAN <br />- <br />- <br />R04 <br />ROOF DRAW, JOSAM SEILES 2150WTN COMMMCAST IRCN BOER; BOTTOMO/ BET, ADJUSTABLE TOP, LOC1aP3CAST RON DOME <br />SMILER VCR SPNESS STEEL WSH SCIEENDEVER DECK 0J, P, CLAW MONO GRAVEL GUARD <br />PUN <br />- <br />- <br />- <br />TEl <br />TEL MINA = PHEW, CLASS-FILED POLYESIERFBER:ASS ORAN NANNY WITH 76% BOTTOM SLOPE, COATED STEEL <br />FEMME WIN0IAR STUDS, AND IEAW -OIIY CAST Rx0GM1E W /LmmO'M <br />4' <br />- <br />- <br />GENERAL NOTES: <br />NOTES' <br />/. PROOF UNTWIEN WALL I1111 SERASTAT <br />AT 180'F EWT AND UM LWT 2 PROVDE LNITWIM DOWN DISCHARGE <br />ADJUSTABLE LOUVER <br />A PFWOIWANE B AT SITE CONDITION <br />B fEATEDFIIID610%PROPSLEIE GLYCOL <br />• OMECIINSIBS EQUAL BRANCH PPE STS (NESS NOIEDCN PLAN OR REOUFEOTOSE OVER1M0 BY COI <br />CABINET/UNIT HEATER SCHEDULE <br />TAG <br />TYPE <br />.IRO <br />LOH <br />EPM <br />INFO <br />T FD <br />OM <br />RPM <br />ELECTRICAL <br />MANUFACTURER <br />6 MODEL <br />NOTES <br />W <br />V <br />PH <br />LEN <br />HORIZONTAL CABINET <br />132 <br />1.6 <br />2.21 <br />EEO <br />1550 <br />10 <br />115 <br />1 <br />BEACOYILIRfffi 133-11BA <br />1,2 <br />1112 <br />IORQCNJTAL CABBIE <br />732 <br />15 <br />1527 <br />600 <br />1660 <br />18 <br />116 <br />1 <br />BEAOOLIDRlB 1B71U <br />1,2 <br />I1-13 <br />IPO 414 CABINET <br />66 <br />as <br />00 <br />246 <br />1660 <br />18 <br />116 <br />I <br />BFAO7AIWIRBIB -108A <br />1,2 <br />GENERAL NOTES: <br />NOTES' <br />/. PROOF UNTWIEN WALL I1111 SERASTAT <br />AT 180'F EWT AND UM LWT 2 PROVDE LNITWIM DOWN DISCHARGE <br />ADJUSTABLE LOUVER <br />A PFWOIWANE B AT SITE CONDITION <br />B fEATEDFIIID610%PROPSLEIE GLYCOL <br />'IESE RECCRD CRANKS HAVE BEEN <br />PREPARED BASED ON NFORYA1011 <br />PROVIDED, N PART, BY OTHERS. NILE <br />DOS NFORNAION 1S BRIBED 1D BE <br />ROUBLE, DE EIHNEER IS NOT <br />RESPONSIBLE FOR TI'S ACCURACY, NOR <br />FOR ERROS OR =NOM MN11 MAY <br />HAVE BEEN NOO80RMED INTO 111ESE <br />DCCUIEM15. <br />ENGINEERS <br />CONSULTANTS <br />BNNGILOUP <br />The INN Group, Inc. <br />12600 West Cdfax Avenue <br />Lakewood, Cderedo 80215 <br />Phone (303) 239 -0909 <br />Fax (303) 235 -0218 <br />RIII Job NmBr, 18222 <br />merm®I' =ENV= thee` dr... . and the <br />dee m et N tm., ®.k, N. ma. <br />titv'm"t 4.4 net .. w e®.0 AL <br />ut.. N N. .rytnrr. <br />can -befo .33 e Wo.... the.�mk. <br />42 8 <br />p h I04 <br />MIN. 5' THICK CONCRETE <br />COVER -CAST W PLACE <br />AFTER INSERTION OF <br />REAR AND PIPE AND <br />SEALING O DRAIN PWE <br />EXISTING <br />TAILINGS PIPE <br />CORE-DRILL 70 HOLE IN <br />EXISTING CONCRETE <br />TAILINGS PIPE. INSERT <br />PIPE THROUGH HOE. <br />SEAL MOUND PIPE WITH <br />SOAFLEX SEALANT <br />TAILING MAIN <br />ELEVATION <br />10' - B I/2' <br />SEAL CONNECTION <br />WITH CONCRETE. <br />SEE DETAIL, SHEET <br />6120. <br />SECTIONS PERPENDICULAR <br />TO TALWG MAIN <br />8'0 HOPE <br />DRAIN PIPE <br />45' ELBOW <br />225' ELBOW 3-SEGMENT <br />2-SEGMENT <br />AU. DIMENSIONS ARE APPROXIMATE, AND REFLECT DESIGN INTENT. FIELD VERFY. <br />170 FOR FOUR REBAR <br />FINS EOUALLY SPACED <br />AT 90' ON CENTERUNE <br />WITH 80 TNUNGS DRAIN <br />DRIL HOLE 7 DEEP FOR <br />38'0 (03) REBM <br />PIN, 8' LONG, BEND LAST <br />7TO MATCH CURVATURE <br />OF EMOTING •0 <br />TAILINGS DRAB. (TYP.-4) <br />SLAKER DRAIN TO TAILINGS LINE CONNECTION DETAIL <br />ALE:1' <br />(YID -I <br />SLAKER DRAIN <br />2256 ELBOW <br />2-SEGMENT <br />S'0 -IP6 <br />ELECTROFUS ION <br />COUPLING <br />(TYP.I) <br />45' ELBOW <br />3SEGMENT <br />MAIN SLAKER DRAIN TO TAILINGS PIPE DETAIL <br />. p_0' <br />SLAKER FLOOR DRAIN CONNECTION DETAIL <br />ALE:1` <br />TOP OF FLOOR SLAB <br />C <br />TAILING MAIN <br />14' - 5' <br />22.50 ELBOW <br />TWO SEGMENT <br />SEAL CONNECTION <br />WITH CONCRETE. <br />SEE DETAIL, SHEET <br />M20. <br />1' GRATE <br />SECTION S PERPENDICULAR <br />TOTALLING MAIN <br />FLOOR <br />FLAME OUT TO POUR <br />CONCRETE <br />MOUND HOLE SHOWN <br />NIPS FLANGE <br />ADAPTER RAP <br />JOINT ADAPTER) <br />1- 116x1 - 18]1/6 <br />ANGLE FRAME, PROVIDE (2) L8' <br />A 1' WELD LUGS PER SIDE <br /><V FD <br />SLAKER BACKUP DRAIN <br />22,50 ELBOW <br />TWO SEGMENT <br />5'ORPS <br />ELECTROFUSION <br />COUPLING <br />(IP, )) <br />ALL DIMENSIONS ARE APPROXMATE, AND REFLECT DESIGN WENT. FIELD VERIFY. <br />450 ELBOW <br />THREE SEGMENT <br />SECONDARY SLAKER DRAIN TO TAILINGS PIPE DETAIL <br />CALE: 1/4' - 1' -0" <br />FAN SCHEDULE <br />TAG <br />EF -1 <br />EF-2 <br />EF-3 <br />SEW= <br />MDO <br />BLOWER <br />LPPER %AKER <br />TYPE <br />NALL EXHAUSTER <br />WALL ENMUSTER <br />WALL EN LUSTER <br />cos <br />376 <br />SE <br />ESP <br />025 <br />025 <br />025 <br />DRME <br />DRECT <br />DRECF <br />BELT <br />ELECRMCIL <br />IP <br />Ire <br />19 <br />114 <br />115 <br />115 <br />115 <br />PH <br />VIEIY4 <br />LB . <br />MANUFACTURERS <br />ALDEL <br />TWIN WI HORN 0738 <br />TWO CITY CCRW 0738 <br />TWA DIY BORN 1160 <br />ROTES <br />GENERAL NOTES' <br />A PERFOAWNCE BAT NW OCIODONS <br />B. EARS MY OONTI0 FESERVE CMAOIV, BALANCE TO PUN LFM <br />NOTES <br />I M TORGED RAWER BY 1IMEMIUE WNIROLSECTION <br />TERMINAL HEATING COIL <br />N <br />ri NEAR <br />NO <br />I BALANCE TO EQUAL COIL PRESSURE <br />DROP IN BYPASS MODE <br />TERMINAL HEATING COIL DETAIL — 3 —WAY VALVE <br />- ALE: SCALE: NONE <br />NOTES <br />POSITION UNIONS SO COIL <br />CAN BE RDMOVED <br />` PROVIDE DIELECTRIC COUPLING WHEN <br />CONNECTING DISSIMILAR METALS <br />1. INSTALL FLOW MEASURING DEVICES PER MANUFACTURERS RECOMMENDATIONS <br />2. REDUCERS SHALL BE PROVIDED AT COL AND TEMPERATURE CONTROL VALVE WHERE REQUIRED. <br />3. THERMOMETERS REDURED ON PIPE SIZES 7I LARGER ONLY. <br />4. INCLUDES VAV BOX INDUCT COL, FM COL, CABINET UNIT HEATER AND UNIT HEATER COILS. <br />SIZE PER PLAN <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 />DESCRIPTION OF REVISION <br />REFERENCE DRAWINGS <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 0 <br />ENGINEER: <br />DRAWN BY: <br />DATE <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 />WINO= -171 <br />ND. <br />ISM 1 <br />001182 <br />2ETL90N <br />0E011 2 <br />MR 3 <br />E184 <br />I5501 <br />ISSUE 6 <br />ESN <br />MITE 8 <br />06 -18 -10 <br />06 -22 -10 <br />06 -30-ID <br />08 -04 -10 <br />08 -18 -10 <br />11 -0010 <br />11 -23-10 <br />12 -17 -10 <br />01 -12 -L1 <br />05 -08 -u <br />nmCIIIPnoN <br />PBCR <br />II I <br />8(302UN 1 <br />ADDE10110 2 <br />CONSTRUCTION <br />FOUNDATION RMTL9090 <br />AMORAL OD0EON3 <br />MI 3 <br />6314 <br />RECORD MUMS <br />DEM <br />OtiND <br />05-05-11 <br />O RON O TESL <br />SCHEDULJES AECHANCAL <br />DETALS <br />O DE& <br />PRO= NCH <br />soon <br />I MAYMa LI M2.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />SHEET No. I <br />DWG No. I REV. Let. <br />