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HomeMy WebLinkAboutSt. Lucie County Rock Road Jail_signed 100% permt set 5-8-20Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICA TED IN DIGI TAL SIGNATURE USING A DIGI TAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NO T CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. CVR COVER SHEET ST. LUCIE CONTY ROCK ROAD JAILCHILLER REPLACEMENTST. LUCIE COUNTY, FLORIDAREVISIONISSUE HISTORYISSUE DATEDESCRIPTION75% OWNER REVIEW04/22/2020SHEETDRAWING LISTTITLECOVER SHEETREVISION #CVRE-0SYMBOL LEGEND AND NOTES - ELECTRICALELECTRICALTHESE DOCUMENTS HAVE BEEN PREPARED AND ARE INCOMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWINGCODES AND STANDARDS:*2019 ASHRAE STANDARD 15 SAFETY CODE FORMECHANICAL REFRIGERATION*2017 FLORIDA BUILDING CODE BUILDING*2017 FLORIDA BUILDING CODE EXISTING BUILDING*2017 FLORIDA BUILDING CODE ENERGY CONSERVATION*2017 FLORIDA BUILDING CODE MECHANICAL*2014 NATIONAL ELECTRICAL CODE (NFPA 70)CODES AND STANDARDSE-1DEMOLITION FLOOR PLAN - ELECTRICALE-2NEW FLOOR PLAN - ELECTRICALE-3SCHEDULES- ELECTRICALE-4SPECIFICATION - ELECTRICALM-0LEGEND, ABBREVIATIONS, AND GENERAL NOTES - MECHANICALM-1DEMOLITION FLOOR PLAN - MECHANICALM-2NEW FLOOR PLAN - MECHANICALM-3CHILLED WATER FLOW DIAGRAM- MECHANICALM-5SPECIFICATIONS - MECHANICALM-4SPECIFICATIONS - MECHANICALMECHANICALST. LUCIE COUNTY ROCK ROAD JAIL900 N. ROCK ROADFT PIERCE, FLORIDA 34945NOTETHIS IS A 24 HOUR CORRECTIONAL FACILITY.CONTRACTOR SHALL COMPLETE PORTIONS OF THISWORK DURING PLANNED ACCESS. CONTRACTOR SHALLCOORDINATE ALL ACCESS WITH ST. LUCIE COUNTY.PROJECT LOCATIONISSUE FOR PERMIT05/07/2020 MECHANICAL ABBREVIATIONSACDESCRIPTIONABBREV.ALTERNATING CURRENTAFFABOVE FINISHED FLOORAFMSAIRFLOW MEASURING STATIONAHAIR HANDLERAHUAIR HANDLING UNITAMPAMPEREANSIAMERICAN NATIONAL STANDARDS INSTITUTEASHRAEAMERICAN SOCIETY OF HEATING, REFRIGERATINGAND AIR CONDITIONING ENGINEERSASMEAMERICAN SOCIETY OF MECHANICAL ENGINEERSA/VAUDIBLE/VISUALAWGAMERICAN WIRE GAUGEBDDBACKDRAFT DAMPERBHPBRAKE HORSEPOWERBLDGBUILDINGBMSBUILDING MANAGEMENT SYSTEMBTUBRITISH THERMAL UNITSCFMCUBIC FEET PER MINUTECUCONDENSING UNITCxACOMMISSIONING AGENTDDEPTHDBDRY BULBDCDIRECT CURRENTDDCDIRECT DIGITAL CONTROLDEG FDEGREE FAHRENHEITDIADIAMETERDOASDEDICATED OUTDOOR AIR SYSTEMEAEXHAUST AIR, EACHEATENTERING AIR TEMPERATUREECMELECTRICALLY COMMUTATED MOTORdBDECIBELEFFEFFICIENCYEERENERGY EFFICIENCY RATIOEFEXHAUST FANESPEXTERNAL STATIC PRESSUREETCET CETERAFBCFLORIDA BUILDING CODEFBC-MFLORIDA BUILDING CODE - MECHANICALFDFIRE DAMPER, FLOOR DRAINFLAFULL LOAD AMPSFPMFEET PER MINUTEFPSFEET PER SECONDFRPFIBERGLASS REINFORCED PLASTICFTFEETFT-H2OFEET OF WATERGAGAGEGALGALLONGPMGALLONS PER MINUTEHHEIGHTHBHOSE BIBBHDHUB DRAINH-O-AHAND-OFF-AUTOMATICHPHORSEPOWERHRHOURHVACHEATING, VENTILATING, AND AIR CONDITIONINGHZHERTZDESCRIPTIONABBREV.ININCHIN.W.G.INCHES OF WATER - GAUGEIPSIRON PIPE SIZEKWKILOWATTLLENGTHLATLEAVING AIR TEMPERATURELBSPOUNDSLFLINEAR FEETMAXMAXIMUMMBHTHOUSAND BTU PER HOURMCAMINIMUM CURRENT AMPACITYMINMINIMUMMOCPMAXIMUM OVERCURRENT PROTECTIONMSSMANUFACTURERS STANDARDIZATION SOCIETYMVDMANUAL VOLUME DAMPERNNORTHN/ANOT APPLICABLE, NONE ASSOCIATED, NONEAVAILABLENCNOISE CRITERIA, NORMALLY CLOSEDNFPANATIONAL FIRE PROTECTION ASSOCIATIONNICNOT IN CONTRACTNTSNOT TO SCALEOAOUTDOOR AIRPHPHASEPRVPRESS RELIEF VALVE, PRESS REGULATING VALVEPVCPOLYVINYL CHLORIDEQTYQUANTITYRARETURN AIRRHRELATIVE HUMIDITYRLARUNNING LOAD AMPSRMROOMRPMREVOLUTIONS PER MINUTERTUROOFTOP UNITSASUPPLY AIRSDSMOKE DETECTORSEERSEASONAL ENERGY EFFICIENCY RATIOSFSQUARE FEETSMACNASHEET METAL AND AIR CONDITIONINGCONTRACTORS NATIONAL ASSOCIATIONSPSTATIC PRESSURESTDSTANDARDTTHERMOSTATTSPTOTAL STATIC PRESSURETYPTYPICALUHUNIT HEATERULUNDERWRITERS LABORATORIESUNOUNLESS NOTED OTHERWISEVVOLTAGEVAVOLT AMPEREVAVVARIABLE AIR VOLUMEVFDVARIABLE FREQUENCY DRIVEWWATT, WIDTHWBWET BULBWWFWELDED WIRE FABRICYRYEARBBOILERCHCHILLERCHWRCHILLED WATER RETURNCHWSCHILLED WATER SUPPLYCTCOMPRESSION TANKCRACCOMPUTER ROOM AIR CONDITIONERCWRCONDENSER WATER RETURNCWSCONDENSER WATER SUPPLYEWTENTERING WATER TEMPERATUREEDHELECTRIC DUCT HEATERFAFIRE ALARMFCUFAN COIL UNITBCUBLOWER COIL UNITGPDGALLONS PER DAYGPHGALLONS PER HOURHXHEAT EXCHANGERIDINNER DIAMETERKEFKITCHEN EXHAUST FANKSFKITCHEN SUPPLY FANLWTLEAVING WATER TEMPERATURENONUMBER, NORMALLY OPENOATOUTDOOR AIR TEMPERATUREODOUTER DIAMETEROZOUNCEPPUMPPPMPARTS PER MILLIONPRESSPRESSUREPSIPOUNDS PER SQUARE INCHPSI-APOUNDS PER SQUARE INCH - ABSOLUTEPSI-GPOUNDS PER SQUARE INCH - GAUGERPZREDUCED PRESSURE ZONESHGCSOLAR HEAT GAIN COEFFICIENTSCSHADING COEFFICIENTMANUFACTURERENTERING WATER TEMP (DEG F)WATER FLOW (GPM)NOMINAL / ACTUAL CAPACITY (TONS)LEAVING WATER TEMP (DEG F)ELECTRICAL DATAMAX PRESSURE DROP (FT-H2O)NUMBER OF PASSESREFRIGERANT TYPEMOCPMCAWATER FLOW (GPM)ENTERING WATER TEMP (DEG F)LEAVING WATER TEMP (DEG F)NUMBER OF PASSESMAX PRESSURE DROP (FT-H2O)UNIT REQUIREMENTSOPERATING WEIGHT (LBS)WATER-COOLED CHILLERNOTESACCESSORIESVOLTS/PHASE/HZCONDENSEREVAPORATORKW/TONMARKMODELLOCATIONTYPE19,100306460/3/6050095.011.1284.285.0CHILLER BUILDING450/300546.74226000.5542CH-2CENTRIFUGALCVHE0450TRANE1.FACTORY INSTALLED AND WIRED CONTROL POWERTRANSFORMER PRODUCING 120V/1PH POWER FOR ALLCHILLER-MOUNTED DEVICES.2.PROVIDE BACNET CONTROL INTERFACE WITH BUILDINGDDC CONTROLS. PROVIDE ALL REQUIRED PROGRAMMINGFOR INTERFACE TO BUILDING CONTROL SYSTEM.3.UNIT MOUNTED WYE-DELTA STARTER4.FIELD INSTALLED THERMAL DISPERSION FLOW SWITCHES.5.FACTORY PERFORMANCE TEST, STANDARD AIR RUN, ANDVIBRATION TEST.6.SURGE PROTECTOR / LIGHTNING ARRESTOR7.FACTORY START-UP AND 10 YEAR PARTS, LABOR, ANDREFRIGERANT WARRANTY.8.PC-BASED SERVICE TOOL, TRACER TU.9.CHILLED AND CONDENSER WATER PUMP RELAYS.10.CONDENSER PROOF OF FLOW.11.CONDENSATION NEOPRENE PAD ISOLATORS.1-111.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALLCOMPONENTS SHIPPED LOOSE WITH THE CHILLER.2.CHILLER SHALL BE UL LISTED.3.FIELD INSULATE ALL SURFACES SUBJECT TOCONDENSATION.NOTES1-3ACCESSORIES (PROVIDE THE FOLLOWING)R-514A1.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE ANDOPERABLE CHILLED WATER SYSTEMS.2.REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING THE INSTALLATION OF PIPING ANDEQUIPMENT.3.THE CONTRACTOR SHALL COMPLY WITH THE 2017 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODESAND STANDARDS, LATEST EDITION AND INCLUDING SUPPLEMENTS AND ADDENDA.4.ALL REQUESTS FOR INFORMATION (RFI'S) SUBMITTED BY THE CONTRACTOR SHALL INCLUDE A PROPOSEDSOLUTION.5.INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION ANDCLEARANCE REQUIREMENTS. THE CONTRACTOR SHALL VERIFY INSTALLATION CLEARANCES WILL BE MAINTAINEDAND DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE ACQUISITION OF EQUIPMENT.6.THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE DIFFERENT TRADES SO THATINTERFERENCE BETWEEN HVAC, PIPING, EQUIPMENT, STRUCTURAL, AND ELECTRICAL WORK WILL BE AVOIDED.ALL NECESSARY OFFSETS, PIPING, AND FITTINGS REQUIRED TO INSTALL THE WORK PROPERLY SHALL BEPROVIDED COMPLETE IN PLACE AT NO ADDITIONAL COST TO THE OWNER.7.THE CONTRACTOR IS RESPONSIBLE TO REPAIR, AT HIS COST, ANY DAMAGED ITEMS DUE TO WORK PERFORMED.DAMAGED ITEMS SHALL BE BROUGHT BACK TO LIKE-NEW CONDITION OR REPLACED WITH ORIGINAL.8.PIPING EQUIPMENT LOCATIONS SHOWN ARE SCHEMATIC. PRIOR TO LAYOUT AND CONSTRUCTION OF THEMECHANICAL SYSTEMS, THE CONTRACTOR SHALL SUBMIT LAYOUT AND FABRICATION SHOP DRAWINGS FORAPPROVAL. CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT APPROVED SHOP DRAWINGS ON THECONSTRUCTION SITE.9.FIELD INSULATE ALL SURFACES SUBJECT TO CONDENSATION.GENERAL NOTESNOTES:1.THIS IS A GENERAL COMPILATION OF SYMBOLS AND NOT ALL SYMBOLSSHOWN MAY BE USED ON THE CONTRACT DRAWINGS.2.SCREENED SYMBOLS OR TEXT (EXAMPLE: CH) INDICATE EXISTINGEQUIPMENT OR CONDITIONS.3.SCREENED AND DASHED AND LINES INDICATE LINES HIDDEN IN VIEW.DUCT SMOKE DETECTORTHERMOSTATTEMPERATURE SENSORMECHANICAL LEGENDDESCRIPTIONGENERALSYMBOLEQUIPMENT NUMBERSECTION NUMBERTYPE OF EQUIPMENTDETAIL NUMBERREFERENCE NOTEAIR FLOW AMOUNT (CFM)UNDER CUT DOORAIR DEVICE TAGSHEET SECTION APPEARSSHEET DETAIL APPEARSXXXX-XXX-X100UCPOINT OF DISCONNECTIONPOINT OF CONNECTIONHVACDESCRIPTIONSYMBOLBELL MOUTH TAP W/MVDSQUARE TO ROUND DUCT TRANSITIONDUCT RISE OR DROP IN DIRECTION OF FLOWRETURN INLET (SEE AIR DEVICE SCHEDULE)EXHAUST INLET (SEE AIR DEVICE SCHEDULE)SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE)MVD HAS REMOTE CONTROL IN RIGID CEILINGSUPPLY DUCT DOWNEXHAUST DUCT DOWNRETURN DUCT DOWNDUCT CONTINUESFIRE DAMPER (HORIZONTAL)DUCT ACCESS DOOR - TOPMANUAL VOLUME DAMPERSUPPLY DUCT RISERRETURN DUCT RISEREXHAUST DUCT RISERFLEXIBLE DUCTSINGLE LINE DUCTWORKTERMINAL UNITDROP RISE MOTORIZED DAMPERCROSS HATCHED AREA = MINIMUM CLEARANCEFOR HEATER ACCESS. MAINTAIN CLEARANCE.FIRE DAMPER (VERTICAL)BACKDRAFT DAMPERBDDMVDFDFDLINEAR DIFFUSERELBOW W/TURNING VANESHUMIDISTATREFRIGERANT SENSORCARBON DIOXIDE SENSORCARBON MONOXIDE SENSORNITROGEN OXIDE SENSORSMOKE DAMPER (HORIZONTAL)SDSDSMOKE DAMPER (VERTICAL)COMBINATION FIRE/SMOKE DAMPER (HORIZONTAL)F/SDF/SDCOMBINATION FIRE/SMOKE DAMPER (VERTICAL)ROTATING BEACON LIGHTDUCT-MOUNTED SMOKE DETECTORDUCT ACCESS DOOR - BOTTOMDUCT ACCESS DOOR - SIDE24x1224x12Ø24ØROUND DUCT, DIAMETER SHOWN (IN INCHES)RECTANGULAR DUCT, FIRST FIGURE ISDIMENSION OF SIDE SHOWN (IN INCHES)FLAT OVAL DUCT, FIRST FIGURE ISDIMENSION OF SIDE SHOWN (IN INCHES)SMOKE DETECTOR A/V ANNUNCIATORCS-A 100 CFMMARK - TYPE OR (INxIN)AIRFLOW (CFM)1D1ORSS/12X6100 CFMORCO2ANCONOHSDRTTSSDMREFRIGERANT MONITORING SYSTEM AUDIO,VISUAL, AND HORN STROBE DEVICE.Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS ITEM HAS BEEN E LECTRONICALLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICATED IN DIGITALSIGNATURE USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMEN T ARE NOT CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES. M-0 LGND, ABBRVTNS, & GEN NTS - MECH 8" INVERTICAL10"Ø1-1/2"6"10"6"6"6"CT-2CT-1MOTORIZEDVALVE INVERTICAL8" INVERTICALCHWP-2CHWP-3CWP-2CWP-3CHWP-1CWP-1AS-1ET-1SCHWP-28"10"8"8"8"8"8"8"8"8"8"48x48 LOUVER8" CHWR TO BLDG.8" CHWSTO BLDG.10"1-1/2" CW BELOWGRADE TO TOWER.CHEMICALPOT FEEDER8" EMERGENCY CHILLERCONNECTIONEF-1CONDENSER WATERTREATMENTCONDENSER WATERTREATMENT CONTROLPANEL2"3/4"2"2" CW SUPPLYBELOW GRADE2" BACKFLOWPREVENTORCH31"CHWP4FBI-DIRECTIONALFLOW METER6"1M-1ROCK ROAD JAIL DEMOLITION FLOOR PLAN - MECHANICAL1/4"=1'-0"SCHWP-1D6D2D7D2D7D5CHWP4CH1D1D7D48"D3CH2REFERENCE NOTES - DEMOREMOVE EXISTING CARRIER 300 TON WATER COOLED CHILLERAND TURN OVER TO ST. LUCIE COUNTY FOR FUTURE USE. CONTRACTOR SHALL REMOVE, LOAD, TRANSPORT AND OFF-LOADTHE CHILLER TO A LOCATION DETERMINED BY ST. LUCIE COUNTY.REMOVE EXISTING CHILLED WATER AND CONDENSER WATERISOLATION VALVES AND REPLACE WITH NEW VALVES. COORDINATE REQUIRED CHILLED WATER AND CONDENSER WATERSYSTEM OUTAGE WITH ST. LUCIE COUNTY PRIOR TO THE START OFWORK.REMOVE EXISTING REFRIGERANT RELIEF PIPING FROM CHILLERCONNECTION TO EXTERIOR WALL. RETAIN PIPE HANGERS ASREQUIRED FOR POTENTIAL REUSE WITH NEW CHILLERREFRIGERANT RELIEF PIPING.REMOVE EXISTING STEEL COVERING OVER THE TOP OF THEEXISTING CONCRETE HOUSEKEEPING PAD. PREPARE PAD FORSETTING OF NEW CHILLER ONTO EXISTING PAD.REMOVE EXISTING REFRIGERANT MONITORING SYSTEM PANEL,SENSORS AND SENSOR TUBING. RETAIN ELECTRICAL CIRCUIT FORREUSE WITH NEW REFRIGERANT MONITORING SYSTEM PANEL.REMOVE EXISTING REFRIGERANT MONITORING SYSTEM HORNSTROBE. PREPARE AREA FOR INSTALLATION OF NEW HORNSTROBE ASSOCIATED WITH THE NEW REFRIGERANT MONITORINGSYSTEM.COORDINATE WITH CONTROLS CONTRACTOR SIEMENS FOR THEREMOVAL OF EXISTING CONTROLS END DEVICES ASSOCIATEDWITH THE CONDENSER WATER PIPING, CHILLED WATER PIPINGAND EXISTING CHILLER.D1D2D3D4D5D6D7Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS ITEM HAS BEEN E LECTRONICALLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICATED IN DIGITALSIGNATURE USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMEN T ARE NOT CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES. M-1 DEMOLITION FLOOR PLAN - MECH0'4'1'2'GRAPHIC SCALE1/4"=1'-0" 1M-2ROCK ROAD JAIL NEW FLOOR PLAN - MECHANICAL1/4"=1'-0"851258111"7CH241121193921013REFERENCE NOTES - NEWINSTALL NEW TRANE CHILLER ON EXISTING CONCRETEHOUSEKEEPING PAD. PROVIDE VIBRATION ISOLATION PADS ATEACH CHILLER CONTACT POINT WITH THE PAD IN ACCORDANCEWITH THE CHILLER MANUFACTURER'S INSTALLATIONREQUIREMENTS.LOCATE NEW CHILLER ON THE EXISTING CONCRETE PAD SUCHTHAT THE CHILLER CONTROL PANEL IS LOCATED TOWARD THENORTH END OF THE BUILDING, EQUIDISTANT BETWEEN THEEXISTING POTABLE WATER METER AND EXISTING FLOOR MOUNTEDPUMP. DESIGN INTENT IS TO LOCATE THE CHILLER CONTROL PANELIN THIS AREA TO PROVIDE MAXIMUM CLEARANCE IN FRONT OF THECONTROL PANEL.ROUTE NEW 3-INCH COPPER CHILLER REFRIGERANT RELIEF PIPINGFROM CHILLER CONNECTION TO EXTERIOR WALL. ROUTE PIPINGOVERHEAD AS HIGH IN THE ROOM AS POSSIBLE AND REUSEEXISTING PIPE SUPPORTS FROM PREVIOUS RELIEF PIPING ASREQUIRED. PROVIDE NEW SUPPORTS WITH DIELECTRIC ISOLATIONBETWEEN MATERIALS AS NEEDED TO ACHIEVE INSTALLATION.FIELD INSULATE ALL CHILLER SURFACES SUBJECT TOCONDENSATION WITH 2 LAYERS OF 1-INCH THICK CELLULARELASTOMERIC INSULATION.PROVIDE NEW CHILLED WATER AND CONDENSER WATERISOLATION VALVES IN THE CONDENSER WATER AND CHILLEDWATER SYSTEMS. PROVIDE NEW PIPING SPOOL PIECES ASREQUIRED TO INSTALL THE NEW VALVES AND CONNECT TO THECHILLER INLET AND OUTLET CONNECTIONS.INSULATE ALL NEW CHILLED WATER PIPING WITH 1-1/2 INCH THICKFOAMGLASS INSULATION.PROVIDE NEW 1 INCH CHILLED WATER TAPS WITH ISOLATIONVALVES AND END CAPS FOR FUTURE INSTALLATION OF CHILLEDWATER FAN COIL UNITS. INDICATED LOCATION IS APPROXIMATE,FIELD COORDINATE FINAL LOCATION WITH ST. LUCIE COUNTYPRIOR TO INSTALLATION.PROVIDE NEW REFRIGERANT MONITORING SYSTEM PANEL IN SAMEAPPROXIMATE LOCATION AS THE OLD. PROVIDE THREE (3) NEWINFRA-RED REFRIGERANT GAS SENSORS AND SENSORTUBING. LOCATE SENSORS IN LOCATIONS AND ELEVATIONS ABOVETHE FLOOR IN ACCORDANCE WITH THE REFRIGERANT MONITORINGSYSTEM MANUFACTURER'S INSTALLATION REQUIREMENTS. CONNECT SYSTEM TO EXISTING EXHAUST FAN EF-1. REFRIGERANTMONITORING SYSTEM SHALL BE GENESIS INTERNATIONAL, MODELSHERLOCK 404 WITH SAMPLING CAPABILITIES FOR R-123, R-134AAND R514A REFRIGERANTS.PROVIDE NEW REFRIGERANT MONITORING SYSTEM AUDIO ANDVISUAL HORN/STROBE AT CHILLER BUILDING PERSONNELDOOR. LOCATE HORN/STROBE AT ELEVATION ABOVE FINISHEDGRADE IN ACCORDANCE WITH REFRIGERANT MONITORING SYSTEMMANUFACTURER'S INSTALLATION REQUIREMENTS. REFRIGERANTMONITORING SYSTEM SHALL BE GENESIS INTERNATIONAL, MODELSHERLOCK 404.PAINT EXISTING CONCRETE HOUSEKEEPING PAD GRAY IN COLORWITH YELLOW STRIPE AROUND THE CONCRETE PAD EDGE. MATCHCOLORS OF OTHER CHILLER EQUIPMENT PADS IN THE BUILDING TOPROVIDE A UNIFORM LOOK.COORDINATE WITH CONTROLS CONTRACTOR SIEMENS FOR THEINSTALLATION OF NEW CONTROLS END DEVICES ASSOCIATED WITHTHE CONDENSER WATER PIPING, CHILLED WATER PIPING AND NEWCHILLER.PAINT ALL NEW CONDENSER WATER PIPING AND PRIME AND PAINTALL NEW CHILLED WATER PIPING INSULATION THE SAME COLOR ASEXISTING FOR A UNIFORM LOOK WITHIN THE PLANT.EXISTING EXHAUST FAN EF-1 TO BE USED IN CONJUNCTION WITHTHE REFRIGERANT MONITORING SYSTEM. CONNECT NEWREFRIGERANT MONITORING SYSTEM TO FAN AND USE FAN TOEXHAUST THE BUILDING UNDER REFRIGERANT ALARM.123456789101112138" INVERTICAL10"Ø1-1/2"6"10"6"6"6"CT-2CT-1MOTORIZEDVALVE INVERTICAL8" INVERTICALCHWP-2CHWP-3CWP-2CWP-3CHWP-1CWP-1AS-1ET-1SCHWP-28"10"8"8"8"8"8"8"8"8"8"48x48 LOUVER8" CHWR TO BLDG.8" CHWSTO BLDG.10"1-1/2" CW BELOWGRADE TO TOWER.CHEMICALPOT FEEDER8" EMERGENCY CHILLERCONNECTIONEF-1CONDENSER WATERTREATMENTCONDENSER WATERTREATMENT CONTROLPANEL2"3/4"2"2" CW SUPPLYBELOW GRADE2" BACKFLOWPREVENTORCH31"CHWP4FBI-DIRECTIONALFLOW METER6"SCHWP-1CHWP4CH18"Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS ITEM HAS BEEN E LECTRONICALLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICATED IN DIGITALSIGNATURE USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMEN T ARE NOT CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES. M-2 NEW FLOOR PLAN - MECHANICAL0'4'1'2'GRAPHIC SCALE1/4"=1'-0" A1PDPFSA1PCHWP-2600 GPMDOAIS/SSTATUS6"CHWP-3600 GPMDOAIS/SSTATUS6"(STANDBY)DIDOA1PDPFSA1PDOAIS/SSTATUSPDOAIS/SSTATUSA1PDPFSA1PCHWP-1600 GPMDOAI6"DIDOA1PDPFSA1PDOAIS/SSTATUSTRIPLE DUTYVALVETRIPLE DUTYVALVETRIPLEDUTYVALVETRIPLE DUTYVALVETRIPLE DUTYVALVETRIPLE DUTYVALVENC8"8"8"95°F95°FCWP-2900 GPMCWP-3900 GPMSTANDBYCWP-1900 GPMNCNCNCNC6"6"EMERGENCY CHILLERCONNECTIONS8"8"PSCHWP-2600 GPMPSCHWP-1600 GPM6"6"6"A1A1A1A1A11-1/2" MAKE UPWATER8"8"8"CHEMICAL POTFEEDER6"6"8"8"8"8"FROM BLDG.TO BLDG.8"57°45°AS-1ET-1TEMPERATURESENSOR300 TONSCH-1FAILS/SFAILS/SVFDVFDDODOA1CT-1CT-2WATER MAKEUP TO TOWER10"8"8"1-1/2"1"8"STRAINER8"10"8"8" EQUALIZER10"1"DIDOAIAOS/SVFDCHWSCHWRTSPSHWSFDIGITAL INPUTDIGITAL OUTPUTANALOG INPUTANALOG OUTPUTSTART/STOPVARIABLE FREQUENCY DRIVECHILLED WATER SUPPLYCHILLED WATER RETURNTEMPERATURESTATIC PRESSURESTARTERHOT WATER SUPPLYBI-DIRECTIONAL FLOW METERA1PDPFSA1PCHWP-4600 GPMDOAIS/SSTATUS6"DIDOA1PDPFSA1TRIPLE DUTYVALVE8"95°F6"300 TONSCH-3FAILS/SSEQUENCE OF OPERATIONST. LUCIE COUNTY ROCK ROAD JAIL CHILLED WATER PLANTST. LUCIE COUNTY, FLORIDA1.THE FOLLOWING DATA IS USED IN THE SEQUENCE OF OPERATION:a.SECONDARY FLOW RATE (GPM) - IS THE FLOW MEASURED IN THE CHILLED WATER SUPPLY TO THE CAMPUS(DESIGNATED FM-1 ON THE DIAGRAM).b.BYPASS FLOW RATE (GPM) - IS THE FLOW IN THE BYPASS. THIS VALUE CAN BE POSITIVE INDICATING PRIMARY(COLD) WATER IS FLOWING IN THE BYPASS OR NEGATIVE INDICATING SECONDARY (WARM) WATER.c.SECONDARY CHILLED WATER SUPPLY TEMPERATURE (°F) - IS THE TEMPERATURE OF THE WATER LEAVING THEPLANT.d.SECONDARY CHILLED WATER RETURN TEMPERATURE (°F) - IS THE TEMPERATURE OF THE WATER RETURNING TOTHE PLANT.e.PLANT DEMAND (TONS) - IS CALCULATED AS = SECONDARY FLOW RATE * (SECONDARY CHILLED WATER RETURN -SECONDARY CHILLED WATER SUPPLY) / 242.THE CHILLED WATER PLANT WILL OPERATE CONTINUOUSLY.3.WHEN THE SECONDARY CHILLED WATER TEMPERATURE IS GREATER THAN THE SET POINT OF 45°F THE LEAD CHILLERSHALL RUN.4.THE LEAD CHILLER SHALL BE SELECTED WEEKLY BASED ON TOTAL RUN TIME OR BY OPERATOR OVERRIDE.5.CHILLER START UP:a.CONDENSER WATER PUMP ASSOCIATED WITH THE CHILLER IS STARTED.b.PRIMARY CHILLED WATER PUMP ASSOCIATED WITH THE CHILLER IS STARTED.c.THE CHILLER IS ENABLED TO START.6.CHILLER SHUTDOWN:a.CHILLER IS DISABLED AND STOPS IN ACCORDANCE WITH ITS STANDARD SHUTDOWN SEQUENCE.AFTER ANAPPROPRIATE AMOUNT OF TIME, THE CONDENSER WATER PUMPS AND THE CHILLED WATER PUMP STOP.7.THE CHILLERS SHALL OPERATE TO MAINTAIN THE CHILLER LEAVING TEMPERATURE OF 45°F (ADJUSTABLE). THIS SETPOINT IS AT THE MACHINE LEVEL AND SHOULD NOT BE CONTROLLED BY THE AUTOMATION SYSTEM.8.THE COOLING TOWER FANS SHALL RUN WHEN THE TOWER HAS WATER FLOWING. IF THE CONDENSER WATER SUPPLYTEMPERATURE TO THE CHILLER IS LESS THAN 70°F (ADJUSTABLE) THEN THE FAN SHALL BE MODULATED TO MAINTAINTHE TEMPERATURE ABOVE 70°F, (ADJUSTABLE).9.IF THE CONDENSER WATER TEMPERATURE EXCEEDS 80°F, THEN BOTH CELLS SHALL BE OPERATING EVEN IF ONLY ONECHILLER IS OPERATING.10.CHILLER SEQUENCING:a.THE DESIGN INTENT FOR THE CONTROL AND SEQUENCING OF NEW CHILLER CH-2 IS TO MIMIC THE EXISTINGCONTROL AND SEQUENCE OF OPERATION FOR EXISTING CHILLER CH-2 AS DETAILED IN THE EXISTING SIEMENSCONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL DEVELOP THE SEQUENCES OF OPERATION FOR NEW CHILLERCH-2 TO MATCH THE SEQUENCES, CONTROL POINTS AND SETPOINTS, INCLUDING THE UPDATING OF THECONDENSER WATER SETPOINT OF NEW CHILLER CH-2 TO MATCH THE SETPOINT OF EXISTING CHILLERS CH-1 ANDCH-3.11.CONTROL POINTS LIST, PROGRAMMING AND GRAPHICS UPDATESa.CHILLER CH-2 CONTROL AND MONITORING POINTS SHALL INCLUDE BUT NOT BE LIMITED TO UNIT START/STOP, UNITRUN, CONDENSER WATER PUMP CALL, CHILLED WATER PUMP CALL, CHILLER SUMMARY ALARM, CONDENSER WATERSUPPLY TEMPERATURE, CONDENSER WATER RETURN TEMPERATURE, CHILLED WATER SUPPLY TEMPERATURE,CHILLED WATER RETURN TEMPERATURE, AND A DRY CONTACT FOR REFRIGERANT MONITORING SYSTEM ALARM.b.CONTROLS CONTRACTOR SHALL PROVIDE ALL NECESSARY PROGRAMMING AND GRAPHICS UPDATES TO THEEXISTING ST. LUCIE COUNTY ROCK ROAD JAIL CHILLER PLANT SYSTEMS GRAPHICS TO REFLECT THE REQUIREMENTSOF NEW CHILLER CH-2 AND ALL ASSOCIATED CONTROL AND MONITORING POINTS.11.REFRIGERANT MONITORING SYSTEM SEQUENCE OF OPERATIONa.UPON A DETECTION OF ANY REFRIGERANT GAS (R-134A, R-123 OR R-514A) AS DETECTED BY THE REFRIGERANTMONITORING SYSTEM ROOM SENSORS, AN AUDIBLE ALARM SHALL SOUND, THE EXTERIOR BLUE HORN STROBELIGHTS SHALL BE ENERGIZED, AND EXISTING EXHAUST FAN EF-1 SHALL START. ALARMS, HORNS AND STROBES ANDEXHAUST FAN EF-1 SHALL REMAIN IN OPERATION UNTIL SUCH TIME AS THE GAS CONCENTRATION IN THE BUILDING ISREDUCED TO BELOW SETPOINT LEVELS OR THE SYSTEM IS MANUALLY RESET.FS/SSTATUS1M-3CHILLED WATER FLOW DIAGRAM - MECHANICALNOT TO SCALECONTROL POINT ABBREVIATION LEGENDNEW 300 TONCHILLER CH-21" TAP FORFUTURERock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICA TED IN DIGI TAL SIGNATURE USING A DIGI TAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NO T CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. M-3 CHILLED WTR FLOW DIAGRAM - MECH MECHANICAL SPECIFICATIONSPART 1 - GENERAL PROVISIONS1.1GENERALA.THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OFSYSTEMS AND WORK INCLUDED IN THE CONTRACT. DO NOT SCALE THE DRAWINGS.B.ALL MATERIALS SHALL BE NEW, THE BEST OF THEIR RESPECTIVE KINDS, SUITABLE FOR THECONDITIONS AND DUTIES IMPOSED ON THEM AT THE BUILDING AND SHALL BE OF REPUTABLEMANUFACTURERS. THE DESCRIPTION, CHARACTERISTICS, AND REQUIREMENTS OF MATERIALS TOBE USED SHALL BE IN ACCORDANCE WITH QUALIFYING CONDITIONS ESTABLISHED IN THESECTIONS FOLLOWING.C.THOROUGHLY CLEAN ALL EXPOSED SURFACES OF EQUIPMENT AND MATERIAL AND LEAVE IN ANEAT, CLEAN CONDITION READY FOR PAINTING. RESTORE AND TOUCH-UP FACTORY FINISHESWHICH WERE DAMAGED IN THE PERFORMANCE OF THE NEW WORK.D.LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLYACCESSIBLE POSITIONS. EQUIPMENT SHALL INCLUDE, BUT NOT BE LIMITED TO, VALVES,CLEANOUTS, MOTORS, CONTROLLERS, DAMPERS, DRAIN POINTS, ETC. WHERE REQUIRED.E.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND CERTIFICATES.F.CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES, OMISSIONS, AND/OR ANY OTHER CONFLICTS OR IRREGULARITIES PRIOR TOTHE COMMENCEMENT OF ANY WORK.1.2EXISTING CONDITIONSA.WHEN WORKING IN AND AROUND THE BUILDING, EXTREME CARE SHALL BE EXERCISED WITHREGARD TO PROTECTION OF THE EXISTING STRUCTURE AND MECHANICAL SYSTEMS. REPAIR ORREPLACE TO THE SATISFACTION OF ST. LUCIE COUNTY ANY EXISTING WORK DAMAGED IN THEPERFORMANCE OF THE NEW WORK.B.THE CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONSUNDER WHICH THE WORK WILL BE PERFORMED.C.PERFORM ALL CUTTING AND PATCHING ASSOCIATED WITH THE NEW WORK. STRUCTURALMEMBERS SHALL NOT BE CUT. PATCHING SHALL MATCH EXISTING ADJACENT SURFACES AS TOMATERIAL, TEXTURE AND QUALITY.D.UNDER NO CIRCUMSTANCES SHALL WATERPROOFING BE DAMAGED OR PENETRATED.E.NOTIFY ST. LUCIE COUNTY PRIOR TO ALL SERVICE OUTAGES AND OBTAIN APPROVAL BEFOREPROCEEDING.F.WHEN THE USE OR REUSE OF EXISTING SYSTEMS OR MATERIALS IS INDICATED, IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE SYSTEMS OR MATERIALS SUCHTHAT THEY COMPLY WITH THE REQUIREMENTS OF THIS SPECIFICATION.1.3SUBMITTALSA.SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SHALL BEANNOTATED TO CLEARLY INDICATE THE EQUIPMENT INTENDED FOR USE. SHOP DRAWINGS THATARE NOT ANNOTATED WILL BE REJECTED WITHOUT REVIEW.B.WELDING METHODS AND CERTIFICATESC.PRODUCT DATA1.PROVIDE MANUFACTURER'S CATALOG SHEET FOR EACH PIECE OF EQUIPMENT INDICATINGDIMENSIONS, WEIGHTS, CAPACITIES, SPECIALTIES, ACCESSORIES, ELECTRICALREQUIREMENTS, AND WIRING DIAGRAMS.2.PROVIDE SUBMITTAL FOR CONTROLS, CONTROL DIAGRAMS, AND SEQUENCE OF OPERATIONS.3.PROVIDE CUT SHEET OF VALVES, PIPING, CHILLER, REFRIGERANT MONITORING SYSTEM,PIPING APPURTENANCES, IDENTIFICATION, INSULATION AND TEST AND BALANCE REPORTS.D.OPERATION AND MAINTENANCE MANUALS1. THE CONTRACTOR SHALL FURNISH TO ST. LUCIE COUNTY ONE (1) ELECTRONIC COPY AND TWO(2) COMPLETE BOUND SETS OF PRINTED INSTRUCTIONS FOR OPERATING AND MAINTAININGALL SYSTEMS AND EQUIPMENT INCLUDED IN THIS CONTRACT. EACH SET SHALL BE CONTAINEDIN A HARD-BACK RING BINDER PROPERLY INDEXED AND LABELED.2. EACH BINDER SHALL INCLUDE THE FOLLOWING AT A MINIMUM:·COVER SHEET·INDEX·RECOMMENDED MAINTENANCE SCHEDULE·COMPLETE SET OF APPROVED SHOP DRAWINGS·EQUIPMENT OPERATION AND MAINTENANCE MANUALS·CONTROL DIAGRAMS AND SEQUENCE OF OPERATIONS3. ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FINAL ISSUE.4. MANUFACTURER'S ADVERTISING LITERATURE OR CATALOGS WILL NOT BE ACCEPTABLE FOROPERATING AND MAINTENANCE INSTRUCTIONS.E.CONTROLS AND VERIFICATION REPORT1. PRIOR TO COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL PRESENT TO THEOWNER'S REPRESENTATIVE A CERTIFICATE STATING THAT ALL CONTROL SYSTEMS HAVE BEENTESTED, ARE OPERATING WITHIN THE REQUIRED TOLERANCES, AND THAT THE ENTIRECONTROL SYSTEM INSTALLATION CONFORMS TO THE REQUIREMENTS OF THE CONTRACTDOCUMENTS.F.RECORD DRAWINGS1. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL DEVIATIONS IN WORK, AS ACTUALLYINSTALLED, FROM WORK INDICATED ON CONTRACT DOCUMENTS.2. WHEN WORK IS COMPLETE, THE CONTRACTOR SHALL PROVIDE TWO (2) COMPLETE "RECORD"SETS OF BONDS AND ONE (1) CD WITH ELECTRONIC COPIES OF THE RECORD DRAWINGS INPORTABLE DOCUMENT FORMAT (PDF). THE CONTRACTOR MAY AT HIS/HER OPTION OBTAINELECTRONIC COPIES OF THE BACKGROUNDS THROUGH THE ENGINEER OF THE ORIGINALCONTRACT DOCUMENTS FOR ALTERATION. THE CONTRACTOR SHALL PAY ALL FEES FOR THEDRAWING REPRODUCTION THERETO. CONTRACTOR SHALL CERTIFY THE ACCURACY OF EACHDRAWING BY ENDORSEMENT AND SIGNATURE THEREON.G.CERTIFICATION OF SYSTEMS1. PRIOR TO COMPLETION OF THE CONTRACT AND FINAL ACCEPTANCE OF THE FACILITY, THECONTRACTOR SHALL PRESENT TO ST. LUCIE COUNTY A CERTIFICATE THAT ALL MECHANICALAND OTHER SYSTEMS HAVE BEEN TESTED AND THAT THE INSTALLATION AND PERFORMANCEOF THESE SYSTEMS CONFORM TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.H.ONE YEAR GUARANTEE PERIOD1. THE GUARANTEE PERIOD SHALL START UPON SUBSTANTIAL COMPLETION OF THE PROJECT.DURING THE GUARANTEE PERIOD, THE CONTRACTOR SHALL SERVICE ALL EQUIPMENTPROVIDED UNDER THIS CONTRACT. THIS SERVICE SHALL BE COORDINATED WITH ST. LUCIECOUNTY'S REPRESENTATIVE AND SHALL INCLUDE YEARLY MAINTENANCE PROCEDURES ASRECOMMENDED BY THE EQUIPMENT MANUFACTURERS. PRIOR TO THE START OF THEGUARANTEE PERIOD, THE CONTRACTOR SHALL PROVIDE ST. LUCIE COUNTY WITH A SCHEDULEOF REQUIRED MAINTENANCE OPERATIONS FOR EACH SYSTEM AND ITEM OF EQUIPMENT.I.CLOSEOUT SUBMITTALS1. THE PROJECT WILL NOT BE FINALIZED UNTIL THE FOLLOWING ITEMS ARE RECEIVED,REVIEWED, AND APPROVED.·HYDROSTATIC PRESSURE TEST REPORTS·TEST AND BALANCE REPORT·OPERATION AND MAINTENANCE MANUALS·CONTROLS FIELD VERIFICATION REPORT·CONTROLS TRAINING REPORT·RECORD DRAWINGS·CERTIFICATION OF SYSTEMS1.4 PROTECTIONA.SPECIAL CARE SHALL BE TAKEN FOR THE PROTECTION OF EQUIPMENT FURNISHED. EQUIPMENTAND MATERIAL SHALL BE COMPLETELY PROTECTED FROM WEATHER ELEMENTS, PAINTING, ETC.,UNTIL THE PROJECT IS COMPLETED. DAMAGE SUCH AS RUST, PAINT, SCRATCHES, ETC., SHALL BEREPAIRED AS REQUIRED TO RESTORE EQUIPMENT TO ORIGINAL INTEGRITY.B.WHERE INSTALLATION OR CONNECTION OF EQUIPMENT REQUIRES WORK IN AREAS PREVIOUSLYFINISHED BY OTHER CONTRACTORS, THE AREA SHALL BE PROTECTED AND NOT ALTERED OROTHERWISE DAMAGED DURING THE COURSE OF THE SAID WORK. CONTRACTOR SHALL PROCURETHE SERVICES OF THE ORIGINAL CONTRACTORS FOR THE REPAIRING AND REFINISHING THEDAMAGED AREAS THEREOF.C.PROVIDE OFF-SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON-SITE STORAGEOR PROTECTION.D.ADDITIONAL EQUIPMENT AND PIPE PROTECTION DURING CONSTRUCTION1.COVER PRODUCTS SUBJECT TO DETERIORATION OR DAMAGE WITH IMPERVIOUS SHEETCOVERING. PROVIDE VENTILATION TO AVOID CONDENSATION.2.KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT. PROTECT OPEN ENDS WITHTEMPORARY PLUGS OR CAPS.PART 2 - BASIC MATERIALS AND METHODS2.1 IDENTIFICATIONA. NAMEPLATES: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED LETTERS.1.INSTALLATION: DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATIONMATERIALS. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE-RESISTANT MECHANICALFASTENERS, OR ADHESIVE. APPLY WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENTADHESION AND SEAL WITH CLEAR LACQUER.2. SCHEDULE:·HVAC EQUIPMENT (WHITE LETTERS ON BLACK BACKGROUND)·CONTROL PANELS (WHITE LETTERS ON BLACK BACKGROUND)·MAJOR CONTROL COMPONENTS OUTSIDE PANELS (WHITE LETTERS ON BLACKBACKGROUND)B.PLASTIC TAGS: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED WHITE LETTERS ON BLACKBACKGROUND COLOR. TAG SIZE MINIMUM 1-1/2 INCH DIAMETER.1. INSTALLATION: INSTALL TAGS WITH CORROSION RESISTANT CHAIN.2. SCHEDULE:·CHILLED WATER VALVES (WHITE LETTERS ON GREEN BACKGROUND)·CONDENSER WATER VALVES (WHITE LETTERS ON GREEN BACKGROUND)C.PIPE MARKERS: FLEXIBLE, VINYL FILM TAPE WITH PRESSURE SENSITIVE ADHESIVE BACKING ANDPRINTED MARKINGS. MARKERS SHALL IDENTIFY SERVICE AND FLOW DIRECTION.1.INSTALLATION: INSTALL PLASTIC PIPE MARKERS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE IDENTIFICATION NOTTO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACHVALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND ATEACH OBSTRUCTION.2. SCHEDULE:·CHILLED WATER (WHITE LETTERS ON GREEN BACKGROUND)·CONDENSER WATER (WHITE LETTERS ON GREEN BACKGROUND)2.2HANGERS, SUPPORTS, AND SLEEVESA.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES ANDSEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURINGERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARYBRACING, SHORING, GUYS, OR TIE-DOWNS THAT MAY BE NECESSARY.B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN ADEQUATE PIPESUSPENSION SYSTEM IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES, USINGSTANDARD, COMMERCIALLY ACCEPTED HANGERS AND SUSPENSION EQUIPMENT. THE DESIGN OFALL HANGERS AND SUPPORT SHALL BE IN ACCORDANCE WITH PROVISION OF THE CURRENT ISSUEOF MSS-SP-58 DOMESTIC DEVELOPED AS A STANDARD BY THE MANUFACTURER'SSTANDARDIZATION SOCIETY.C.HANGERS AND ACCESSORIES SHALL BE GRINNELL, FEE AND MASON, OR MODERN.D.PIPING AND CONDUITS SHALL BE RUN PARALLEL WITH THE LINES OF THE BUILDING UNLESSOTHERWISE SHOWN OR NOTED ON THE DRAWINGS. THE DIFFERENT SERVICE PIPES, VALVES, ANDFITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS APPLIED THERE WILL NOT BELESS THAN 1/2-INCH CLEAR SPACE BETWEEN THE FINISHED COVERING AND OTHER WORK ORADJACENT PIPING.E.HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND PERMIT PROPER DRAINAGE AND SHALLNOT BE SPACED MORE THAN 10 FEET APART.F.VERTICAL RUNS OF PIPE AND CONDUIT NOT OVER 15 FEET LONG SHALL BE SUPPORTED BYHANGERS PLACED NOT OVER ONE FOOT FROM THE ELBOWS ON THE CONNECTING HORIZONTALRUNS.G.VERTICAL SUPPORT: STEEL RISER CLAMP.H. EQUIPMENT SUPPORT - SUPPLEMENTARY STEEL1. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A653.I. PROVIDE COLD GALVANIZED PAINT ON ALL FIELD CUTS/WELDS OF GALVANIZED STEEL SUPPORTSAND THREADED RODS.J.SLEEVES AND PLATES: ALL PIPE SLEEVES SHALL BE CONSTRUCTED OF SCHEDULE 40 GALVANIZEDSTEEL PIPES.2.3PIPE, FITTINGS, AND JOINTSA. GENERAL1. WHERE MORE THAN ONE PIPING SYSTEM MATERIAL IS SPECIFIED, ENSURE SYSTEMCOMPONENTS ARE COMPATIBLE AND JOINED TO ENSURE THE INTEGRITY OF THE SYSTEM ISNOT JEOPARDIZED. PROVIDE NECESSARY JOINING FITTINGS. ENSURE FLANGES, UNION, ANDCOUPLINGS FOR SERVICING ARE CONSISTENTLY PROVIDED.2. USE UNIONS, FLANGES, AND COUPLINGS DOWNSTREAM OF VALVES AND AT EQUIPMENT ORAPPARATUS CONNECTIONS. DO NOT USE DIRECT WELDED OR THREADED CONNECTIONS TOVALVES, EQUIPMENT, OR OTHER APPARATUS.3. USE NON-CONDUCTING DIELECTRIC CONNECTIONS WHENEVER JOINING DISSIMILAR METALS INOPEN SYSTEMS.4. PROVIDE PIPE HANGERS AND SUPPORTS IN ACCORDANCE WITH ASTM B31.9 OR MSS SP69UNLESS INDICATED OTHERWISE.5. USE ONLY BUTTERFLY VALVES IN CHILLED AND CONDENSER WATER SYSTEMS FOR ISOLATIONSERVICE. VALVES SHALL BE MANUFACTURED BY APOLLO OR EQUIVALENT, SHALL BE RATEDFOR 125 PSIG WORKING PRESSURE AND SHALL BE PROVIDED WITH HAND WHEEL OPERATORS.6. USE 3/4 INCH BALL VALVES WITH HOSE BIBB AND CAP FOR DRAINS AT MAIN SHUT-OFF VALVES,LOW POINTS OF PIPING, BASES OF VERTICAL RISERS, AND AT EQUIPMENT.7.ALL INSTRUMENT TUBING SHALL BE HARD DRAWN COPPER.8.ALL VALVES SHALL BE MANUFACTURED / ASSEMBLED IN THE UNITED STATES.B. REGULATORY REQUIREMENTS1. CONFORM TO ASME B31.9 CODE FOR INSTALLATION OF PIPING SYSTEM.2. WELDING MATERIALS AND PROCEDURES: CONFORM TO ASME SEC 9.C. CONDENSATE DRAIN AND VENT PIPING1.COPPER TUBING: ASTM B306, DWV.a. FITTINGS: ASME B16.23, CAST BRONZE, OR ASME B16.29, WROUGHT COPPER.b. JOINTS: ASTM B32, SOLDER, GRADE 50B.D.REFRIGERANT PIPING1.COPPER TUBING: ASTM B88, TYPE K ANNEALED.a. FITTINGS: ASME B16.26 CAST COPPER.b. JOINTS: FLARED.2.COPPER PIPE: ASTM B280 TYPE ACR HARD DRAWN.a. FITTINGS: ANSI/ASME B16.22 WROUGHT COPPER.b. JOINTS: ANSI/ASTM B32, SOLDER GRADE 95TA OR ANSI/AWS A5.8 BCUP SILVER BRAZE.E. CONDENSER WATER PIPE1.STEEL PIPE: ASTM A53 OR A120, SCHEDULE 40, BLACK, MANUFACTURED IN THE UNITED STATES.a.FITTINGS: ASTM B16.3, MALLEABLE IRON OR ASTM A234, FORGED STEEL WELDING TYPE. ALLELBOWS SHALL BE LONG RADIUS TYPE.b.JOINTS: THREADED OR AWS D1.1 WELDED.F. CHILLED WATER PIPE (ABOVEGROUND)1. STEEL PIPE: ASTM A53, ERW BLACK STEEL WITH PLAIN ENDS, TYPE E, GRADE B, SCHEDULE 40,MANUFACTURED IN THE UNITED STATES.a. JOINTS: FLANGED OR WELDED (WELDING SHALL BE IN ACCORDANCE WITH ASME BPVCSECTION IX).b. WROUGHT-STEEL FITTINGS: ASTM A234 GRADE B FITTINGS BUTT WELDED IN ACCORDANCEWITH ASME BPVC SECTION IX. WALL THICKNESS TO MATCH ADJOINING PIPE.c. FORGED-STEEL FLANGES AND FLANGED FITTINGS: ASME B16.5, INCLUDING BOLTS, NUTS,AND GASKETS OF THE FOLLOWING MATERIAL GROUP, END CONNECTIONS, AND FACINGS:(1) MATERIAL GROUP: 1.1.(2) END CONNECTIONS: BUTT WELDING.(3) FACINGS: RAISED FACE.2. COPPER PIPE: ASTM B88 TYPE L HARD DRAWN COPPER TUBING.a. FITTINGS: ASTM B16.22 WROUGHT COPPER FITTINGS.b. JOINTS: SOLDERED JOINTS.3. PIPE MATERIAL SCHEDULE:a. PIPES 2-1/2" AND SMALLER: COPPER PIPEb. PIPES ABOVE 2-1/2": STEELG. REFRIGERANT RELIEF PIPING1. DWV COPPER PIPE: ASTM B 306, TYPE DWV, MANUFACTURED IN THE UNITED STATESa. FITTINGS: ASME B16.22 SOLDER WROUGHT COPPER.b. JOINTS: SOLDER, LEAD FREE, ASTM B32, 95-5 TINANTIMONY, OR TIN AND SILVER, WITHMELTING RANGE 430 TO 535 DEG F OR BRAZE, AWS A5.8 BCUPSILVER/PHOSPHORUS/COPPER ALLOY WITH MELTING RANGE 1190-1480 DEG F.H. PAINTING1. PRIME AND PAINT ALL CONDENSER WATER PIPE.2. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DUST,DIRT, OIL, GREASE, AND INCOMPATIBLE PAINTS AND ENCAPSULANTS.3. APPLY TWO COATS OF PRIMER.4. APPLY TWO COATS OF EPOXY PAINT. SUBMIT COLOR SAMPLES FOR APPROVAL BEFOREAPPLYING PAINT.I. PREPARATION1. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN END FERROUS PIPE.2. REMOVE SCALE AND DIRT ON INSIDE AND OUTSIDE BEFORE ASSEMBLY.3. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS.4. KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT. PROTECT OPEN ENDS WITHTEMPORARY PLUGS OR CAPS.5. AFTER COMPLETION, FILL, CLEAN, AND TREAT SYSTEMS.J. INSTALLATION1.INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2.ROUTE PIPING IN ORDERLY MANNER, PLUMB AND PARALLEL TO BUILDING STRUCTURE, ANDMAINTAIN GRADIENT.3.INSTALL PIPING TO CONSERVE BUILDING SPACE, AND NOT INTERFERE WITH USE OF SPACE.4.GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS.5.SLEEVE PIPE PASSING THROUGH PARTITIONS, WALLS, AND FLOORS.6.SLOPE PIPING AND ARRANGE TO DRAIN AT LOW POINTS.7.INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE,JOINTS, OR CONNECTED EQUIPMENT.8.PIPE SUPPORTS:a. INSTALL IN ACCORDANCE WITH ASTM B31.9 AND MSS SP89.b. PLACE HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW.c. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING.d. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS.9.PROVIDE CLEARANCE IN HANGERS AND FROM STRUCTURE AND OTHER EQUIPMENT FORINSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS.10.SLOPE PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW POINTS. USE ECCENTRIC REDUCERSTO MAINTAIN TOP OF PIPE LEVEL.11.WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE,BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING.12.INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED.13.PROVIDE MANUAL AIR VENTS AT SYSTEM HIGH POINTS AND AS INDICATED.14.PROVIDE VALVED DRAIN, HOSE CONNECTION, AND CAP ON STRAINER BLOW DOWNCONNECTION.15.INSTALL PERMANENT INDICATORS ON WALLS OR BRACKETS IN ACCESSIBLE AND READABLEPOSITIONS.16.ADJUST FACES OF METERS AND GAGES TO PROPER ANGLE FOR BEST VISIBILITY.17.PAINT ALL CONDENSER PIPING TO MATCH EXISTING COLORS IN THE PLANT. PAINT PIPE, PIPESUPPORTS, AND EQUIPMENT HOUSEKEEPING PAD. ALL PAINT SHALL BE EPOXY PAINT.18.INSTALL AND SUPPORT REFRIGERANT RELIEF PIPE TO SUPPORT ALL DYNAMIC LOADS IMPOSEDBY A REFRIGERANT PURGE.K. TESTS AND ADJUSTMENTS1.THE CONTRACTOR SHALL FURNISH LABOR, INSTRUMENTS, EQUIPMENT, AND MATERIALSREQUIRED TO PERFORM TESTS PRESCRIBED IN THE SECTIONS DESCRIBING THE VARIOUSSYSTEMS.2.REPLACE OR REPAIR DEFECTS FOUND DURING INSPECTION OR TESTS WITH NEW MATERIALS.CAULKING OF SCREWED JOINTS, CRACKS, OR HOLES IS NOT ACCEPTABLE. CORRECT LEAKS INSCREWED FITTINGS BY REMAKING JOINTS. REPEAT TESTS AFTER DEFECTS HAVE BEENELIMINATED.3.WHERE REASONABLE DOUBT EXISTS AS TO A SYSTEMS ABILITY TO COMPLY WITH CONTRACTREQUIREMENTS, PERFORM ANY REASONABLE TEST REQUIRED BY THE ENGINEER.4.USE TEST INSTRUMENTS TESTED FOR ACCURACY BY AN APPROVED LABORATORY OR BY THEINSTRUMENT MANUFACTURER AND FURNISH CERTIFICATES SHOWING DEGREE OF ACCURACYTO THE ENGINEER WHEN REQUESTED. MAKE CALIBRATION HISTORIES FOR EACH INSTRUMENTAVAILABLE FOR EXAMINATION.5.THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR AND ALL PIPING SHALLBE PROVEN TIGHT IN THE PRESENCE OF ST. LUCIE COUNTY. THESE TESTS SHALL BECONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY INSULATION INSTALLED PRIORTO TESTS SHALL BE REMOVED. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED. TESTS SHALLBE AT LEAST EIGHT HOURS (8 HOURS) IN DURATION, AFTER ALL PIPING HAS BEEN PROVEDTIGHT. PIPING MAY BE TESTED IN SECTIONS AS APPROVED BY ST. LUCIE COUNTY. TESTSSHALL BE AS SPECIFIED HEREIN.a.NEW CONDENSER PIPING: PIPING SHALL BE CLEANED AND FLUSHED. PIPING SHALL BEPRESSURE TESTED TO 1.5 TIMES THE MAXIMUM SYSTEM OPERATING PRESSURE AND HELDFOR EIGHT (8) HOURS. ANY NOTICEABLE REDUCTION IN PRESSURE SHALL REQUIREDRETESTING. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED FOR PRESSURETESTING. PROVIDE FINE MESH IN NEW AND EXISTING STRAINERS TO CATCH PARTICULATEDURING FLUSHING. AFTER FLUSH IS COMPLETED, REPLACE MESH WITH STANDARD MESH.b.NEW CHILLED WATER PIPING: PIPING SHALL BE CLEANED AND FLUSHED. PIPING SHALL BEPRESSURE TESTED TO 1.5 TIMES THE MAXIMUM SYSTEM OPERATING PRESSURE AND HELDFOR EIGHT (8) HOURS. ANY NOTICEABLE REDUCTION IN PRESSURE SHALL REQUIREDRETESTING. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED FOR PRESSURETESTING. PROVIDE FINE MESH IN NEW AND EXISTING STRAINERS TO CATCH PARTICULATEDURING FLUSHING. AFTER FLUSH IS COMPLETED, REPLACE MESH WITH STANDARD MESH.c.REFRIGERANT PIPING: PIPING SHALL BE CLEANED, DEHYDRATED AND EVACUATED. PIPINGSHALL BE EVACUATED AND HELD TO LESS THAN 2.5 MM HG VACUUM FOR A PERIOD OF NOTLESS THAN 12 HOURS WITHOUT APPRECIABLE PRESSURE RISE. VACUUM SHALL THEN BEBROKEN WITH REFRIGERANT OR DRY NITROGEN AND RE-EVACUATED TO 2.5 MM HGVACUUM FOR AN ADDITIONAL 12 HOURS. SYSTEMS SHALL THEN BE CHARGED AND PIPINGTESTED (WITH HALIDE TORCH) TO ASSURE NO LEAKS. ALL PROCEDURES SHALL BE INACCORDANCE WITH AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.L.THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR. THESE TESTS SHALL BECONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY INSULATION INSTALLED PRIOR TOTESTS SHALL BE REMOVED. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED. PIPING MAY BETESTED IN SECTIONS AS APPROVED BY THE OWNER. TESTS SHALL BE AS SPECIFIED HEREIN.1.USE AMBIENT TEMPERATURE WATER AS A TESTING MEDIUM.2.WHILE FILLING SYSTEM, USE VENTS INSTALLED AT HIGH POINTS OF SYSTEM TO RELEASE AIR.USE DRAINS INSTALLED AT LOW POINTS FOR COMPLETE DRAINING OF TEST LIQUID.3.ISOLATE EXPANSION TANKS AND DETERMINE THAT HYDRONIC SYSTEM IS FULL OF WATER.4.SUBJECT PIPING SYSTEM TO HYDROSTATIC TEST PRESSURE THAT IS NOT LESS THAN 1.5 TIMESTHE SYSTEM'S WORKING PRESSURE. TEST PRESSURE SHALL NOT EXCEED MAXIMUMPRESSURE FOR ANY VESSEL, PUMP, VALVE, OR OTHER COMPONENT IN SYSTEM UNDER TEST.VERIFY THAT STRESS DUE TO PRESSURE AT BOTTOM OF VERTICAL RUNS DOES NOT EXCEED90 PERCENT OF SPECIFIED MINIMUM YIELD STRENGTH OR 1.7 TIMES "SE" VALUE IN APPENDIX AIN ASME B31.9, "BUILDING SERVICES PIPING."5.AFTER HYDROSTATIC TEST PRESSURE HAS BEEN APPLIED FOR AT LEAST 10 MINUTES,EXAMINE PIPING, JOINTS, AND CONNECTIONS FOR LEAKAGE. ELIMINATE LEAKS BY TIGHTENING,REPAIRING, OR REPLACING COMPONENTS, AND REPEAT HYDROSTATIC TEST UNTIL THERE ARENO LEAKS.6.PREPARE WRITTEN REPORT OF TESTING.7. PROVIDE FINE MESH IN NEW AND EXISTING STRAINERS TO CATCH PARTICULATES DURINGFLUSHING. AFTER FLUSH IS COMPLETED, REPLACE MESH WITH STANDARD MESH.2.4 PIPING AND EQUIPMENT INSULATIONA. GENERAL:1. QUALITY ASSURANCEa. MATERIALS: FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50 OR LESS INACCORDANCE WITH ASTM E84, NFPA 255, AND UL 723.2. QUALIFICATIONSa. APPLICATOR: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITHMINIMUM THREE YEARS EXPERIENCE.3. DELIVERY, STORAGE, AND HANDLINGa. DELIVER, STORE, PROTECT AND HANDLE PRODUCTS TO SITE UNDER THE SUBMITTALPROVISIONS OF THIS SPECIFICATION.b. DELIVER MATERIALS TO SITE IN ORIGINAL FACTORY PACKAGING, LABELED WITHMANUFACTURER'S DENSITY AND THICKNESS.c. STORE INSULATION IN ORIGINAL WRAPPING AND PROTECT FROM WEATHER ANDCONSTRUCTION TRAFFIC.d. PROTECT INSULATION AGAINST DIRT, WATER, CHEMICAL, AND MECHANICAL DAMAGE.4. ENVIRONMENTAL REQUIREMENTSa. MAINTAIN AMBIENT TEMPERATURES AND CONDITIONS REQUIRED BY MANUFACTURERS OFADHESIVES, MASTICS, AND INSULATION CEMENTS.b. MAINTAIN TEMPERATURE DURING AND AFTER INSTALLATION FOR MINIMUM PERIOD OF 24HOURS.5. INSERTS AND SHIELDS:a. APPLICATION: PIPING 1 INCH DIAMETER OR LARGER.b. SHIELDS: GALVANIZED STEEL BETWEEN PIPE HANGERS OR PIPE HANGER ROLLS ANDINSERTS.c. INSERT LOCATION: BETWEEN SUPPORT SHIELD AND PIPING AND UNDER THE FINISHJACKET.d. INSERT CONFIGURATION: MINIMUM 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR ASADJOINING INSULATION; MAY BE FACTORY FABRICATED.e. INSERT MATERIAL: ASTM C640 CORK6. FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS.a. DO NOT INSULATE OVER NAMEPLATE OR ASME STAMPS. BEVEL AND SEAL INSULATIONAROUND SUCH.b. INSTALL INSULATION FOR EQUIPMENT REQUIRING ACCESS FOR MAINTENANCE, REPAIR, ORCLEANING, IN SUCH A MANNER THAT IT CAN BE EASILY REMOVED AND REPLACED WITHOUTDAMAGE.c. IF CONDENSATION OCCURS ON ANY COLD SURFACE AT ANY TIME DURING THE WARRANTYPERIOD, OR BEFORE SUBSTANTIAL COMPLETION AFTER SYSTEMS ARE ACTIVATED, THECONTRACTOR SHALL REWORK THE INSULATION UNTIL SATISFACTORY.B. INSULATION MATERIAL1. FLEXIBLE CELLULAR ELASTOMERIC INSULATION:a. INSULATION: CLOSED-CELL, EXPANDED-RUBBER MATERIAL MEETING THE REQUIREMENTSOF ASTM C534. APPLY A VAPOR BARRIER AT ALL SEAMS AND JOINTS. "K" VALUE SHALL MEETASTM C177 OR C518 0.28 AT 75 DEG. F WITH A MAXIMUM SERVICE TEMPERATURE 220 DEG F.MAXIMUM MOISTURE ABSORPTION SHALL MEET ASTM D1056, 3.0% (PIPE) BY VOLUME.MOISTURE VAPOR TRANSMISSION SHALL MEET ASTM E96, 0.20 PERM INCHES. MAXIMUMFLAME SPREAD - 25; MAXIMUM SMOKE DEVELOPED - 50, AS MEASURED BY ASTM E84.b. ADHESIVE: COMPLY WITH MIL-A-24179A, TYPE II, CLASS I.2.CELLULAR GLASS INSULATION:a. INORGANIC, INCOMBUSTIBLE, FOAMED OR CELLULATED GLASS WITH ANNEALED, RIGID,HERMETICALLY SEALED CELLS. APPLY A VAPOR BARRIER AT ALL SEAMS AND JOINTS.INSULATION SHALL MEET THE REQUIREMENTS OF ASTM C552. "K" VALUE: 0.29 AT 75 DEG F.MAXIMUM WATER VAPOR TRANSMISSION: 0.1 PERM. PREFORMED PIPE INSULATION SHALLHAVE A FACTORY-APPLIED ALL SERVICE JACKET (ASJ).b. ADHESIVE: TWO-COMPONENT, THERMOSETTING URETHANE ADHESIVE CONTAINING NOFLAMMABLE SOLVENTS, WITH A SERVICE TEMPERATURE RANGE OF MINUS 100 TO PLUS 200DEG F.C.FIELD-APPLIED JACKETS: JACKETS SHALL COMPLY WITH ASTM C 921, TYPE I, UNLESS OTHERWISEINDICATED.1. ALL SERVICE JACKET (ASJ): JACKET WITH SELF SEALING LAP (SSL) VAPOR RETARDER JACKET,A WHITE KRAFT PAPER, REINFORCED WITH A GLASS FIBER YARN AND BONDED TO ALUMINUMFOIL, WITH SELF SEALING LONGITUDINAL CLOSURE LAPS AND BUTT STRIPS, COMPLYING WITHASTM C1136.2. FOIL SCRIM KRAFT (FSK) JACKET: ALUMINUM-FOIL-FACE, FIBERGLASS-REINFORCED SCRIMWITH KRAFT-PAPER BACKING.3. PVC JACKET: HIGH-IMPACT-RESISTANT, UV-RESISTANT PVC COMPLYING WITH ASTM D 1784,CLASS 16354-C; 30 MIL THICKNESS; ROLL STOCK READY FOR SHOP OR FIELD CUTTING ANDFORMING; ADHESIVE SHALL BE AS RECOMMENDED BY JACKET MATERIAL MANUFACTURER;COLOR: SELECT COLOR SAME AS OTHER EXISTING PIPING IN THE PLANT FOR A CONSISTANTLOOK. FIELD FABRICATE FITTING COVERS ONLY IF FACTORY-FABRICATED FITTING COVERS ARENOT AVAILABLE.D. INSULATION SCHEDULE1.CONDENSATE PIPINGa.FLEXIBLE ELASTOMERIC: MINIMUM 1 INCH THICK BUT OF SUFFICIENT THICKNESS TOPREVENT CONDENSATION.2.REFRIGERANT PIPINGa.FLEXIBLE ELASTOMERIC: MINIMUM 1 INCH THICK BUT OF SUFFICIENT THICKNESS TOPREVENT CONDENSATION.b.CELLULAR GLASS: MINIMUM 1-1/2 INCHES THICK BUT OF SUFFICIENT THICKNESS TOPREVENT CONDENSATION.3.CHILLED WATER PIPE 2 INCHES AND SMALLERa.FLEXIBLE ELASTOMERIC - MINIMUM 1-1/2 INCH THICK BUT OF SUFFICIENT THICKNESS TOPREVENT CONDENSATION.b.CELLULAR GLASS - MINIMUM 1-1/2 INCHES THICK BUT OF SUFFICIENT THICKNESS TOPREVENT CONDENSATION.4.CHILLED WATER PIPE ABOVE 2 INCHESa.CELLULAR GLASS - MINIMUM 2 INCHES THICK BUT OF SUFFICIENT THICKNESS TO PREVENTCONDENSATION.5.PIPE APPURTENANCES AND EQUIPMENT CONVEYING OR STORING CHILLED WATER.a.FLEXIBLE ELASTOMERIC - MINIMUM 1-1/2 INCH THICK BUT OF SUFFICIENT THICKNESS TOPREVENT CONDENSATION.6.CHILLER SURFACES BELOW AMBIENTa.FLEXIBLE ELASTOMERIC - MINIMUM 2 INCH THICK, MULTIPLE LAYERS AS REQUIRED TOPREVENT CONDENSATION.E. JACKET SCHEDULE1.CONDENSATE PIPINGa. INTERIOR EXPOSED: ALUMINUM2.REFRIGERANT PIPINGa.INTERIOR EXPOSED: ALUMINUM3.CHILLED WATER PIPEa.INTERIOR EXPOSED: PAINTED TO MATCH EXISTING.F.EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS FOR COMPLIANCE WITH REQUIREMENTSFOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OFINSULATION APPLICATION. VERIFY THAT SYSTEMS TO BE INSULATED HAVE BEEN TESTED AND AREFREE OF DEFECTS. VERIFY THAT SURFACES TO BE INSULATED ARE CLEAN AND DRY. PROCEEDWITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.G.PREPARATION: SURFACE PREPARATION: CLEAN AND DRY SURFACES TO RECEIVE INSULATION.REMOVE MATERIALS THAT WILL ADVERSELY AFFECT INSULATION APPLICATION.H.GENERAL INSTALLATION REQUIREMENTS2.5Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICA TED IN DIGI TAL SIGNATURE USING A DIGI TAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NO T CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. M-4 SPECIFICATION - MECHANICAL 1.INSTALL INSULATION MATERIALS, ACCESSORIES, AND FINISHES WITH SMOOTH, STRAIGHT, ANDEVEN SURFACES; FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING INCLUDING FITTINGS,VALVES, AND SPECIALTIES.2.INSTALL INSULATION MATERIALS, FORMS, VAPOR BARRIERS OR RETARDERS, JACKETS, ANDTHICKNESSES REQUIRED FOR EACH ITEM OF PIPE SYSTEM AS SPECIFIED3.INSTALL ACCESSORIES COMPATIBLE WITH INSULATION MATERIALS AND SUITABLE FOR THESERVICE. INSTALL ACCESSORIES THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACKINSULATION OR JACKET IN EITHER WET OR DRY STATE.4.INSTALL INSULATION WITH LONGITUDINAL SEAMS AT TOP AND BOTTOM OF HORIZONTAL RUNS.5.INSTALL MULTIPLE LAYERS OF INSULATION WITH LONGITUDINAL AND END SEAMS STAGGERED.6.DO NOT WELD BRACKETS, CLIPS, OR OTHER ATTACHMENT DEVICES TO PIPING, FITTINGS, ANDSPECIALTIES.7.KEEP INSULATION MATERIALS DRY DURING APPLICATION AND FINISHING.8.INSTALL INSULATION WITH TIGHT LONGITUDINAL SEAMS AND END JOINTS. BOND SEAMS ANDJOINTS WITH ADHESIVE RECOMMENDED BY INSULATION MATERIAL MANUFACTURER.9. INSTALL INSULATION WITH LEAST NUMBER OF JOINTS PRACTICAL.10.SEAL JOINTS, SEAMS, AND PENETRATIONS IN INSULATION AT HANGERS, SUPPORTS, ANCHORS,AND OTHER PROJECTIONS WITH VAPOR-BARRIER MASTIC.a.INSTALL INSULATION CONTINUOUSLY THROUGH HANGERS AND AROUND ANCHORATTACHMENTS.b.EXTEND INSULATION ON ANCHOR LEGS FROM POINT OF ATTACHMENT TO SUPPORTED ITEMTO POINT OF ATTACHMENT TO STRUCTURE. TAPER AND SEAL ENDS AT ATTACHMENT TOSTRUCTURE WITH VAPOR-BARRIER MASTIC.c.INSTALL INSERT MATERIALS AND INSTALL INSULATION TO TIGHTLY JOIN THE INSERT. SEALINSULATION TO INSULATION INSERTS WITH ADHESIVE OR SEALING COMPOUNDRECOMMENDED BY INSULATION MATERIAL MANUFACTURER.d.COVER INSERTS WITH JACKET MATERIAL MATCHING ADJACENT PIPE INSULATION. INSTALLSHIELDS OVER JACKET, ARRANGED TO PROTECT JACKET FROM TEAR OR PUNCTURE BYHANGER, SUPPORT, AND SHIELD.11.APPLY ADHESIVES, MASTICS, AND SEALANTS AT MANUFACTURER'S RECOMMENDEDCOVERAGE RATE AND WET AND DRY FILM THICKNESSES.12.INSTALL INSULATION WITH FACTORY-APPLIED JACKETS AS FOLLOWS:a.DRAW JACKET TIGHT AND SMOOTH.b.COVER CIRCUMFERENTIAL JOINTS WITH 3 INCH WIDE STRIPS, OF SAME MATERIAL ASINSULATION JACKET. SECURE STRIPS WITH ADHESIVE AND OUTWARD CLINCHING STAPLESALONG BOTH EDGES OF STRIP, SPACED 4 INCHES O.C.c.OVERLAP JACKET LONGITUDINAL SEAMS AT LEAST 1-1/2 INCHES. INSTALL INSULATION WITHLONGITUDINAL SEAMS AT BOTTOM OF PIPE. CLEAN AND DRY SURFACE TO RECEIVESELF-SEALING LAP. STAPLE LAPS WITH OUTWARD CLINCHING STAPLES ALONG EDGE AT 2INCHES O.C.(1.) FOR BELOW-AMBIENT SERVICES, APPLY VAPOR-BARRIER MASTIC OVER STAPLES.d.COVER JOINTS AND SEAMS WITH TAPE, ACCORDING TO INSULATION MATERIALMANUFACTURER'S WRITTEN INSTRUCTIONS, TO MAINTAIN VAPOR SEAL.e.APPLY VAPOR-BARRIER MASTIC ON SEAMS AND JOINTS AND AT ENDS ADJACENT TO PIPEFLANGES AND FITTINGS.13.CUT INSULATION IN A MANNER TO AVOID COMPRESSING INSULATION MORE THAN 75 PERCENTOF ITS NOMINAL THICKNESS.14.FINISH INSTALLATION WITH SYSTEMS AT OPERATING CONDITIONS. REPAIR JOINT SEPARATIONSAND CRACKING DUE TO THERMAL MOVEMENT.15.REPAIR DAMAGED INSULATION FACINGS BY APPLYING SAME FACING MATERIAL OVERDAMAGED AREAS. EXTEND PATCHES AT LEAST 4 INCHES BEYOND DAMAGED AREAS. ADHERE,STAPLE, AND SEAL PATCHES SIMILAR TO BUTT JOINTS.I. GENERAL PIPE INSULATION INSTALLATION1.INSULATION INSTALLATION ON FITTINGS, VALVES, FLANGES, AND UNIONS:a.INSTALL INSULATION OVER FITTINGS, VALVES, FLANGES, UNIONS, AND OTHER SPECIALTIESWITH CONTINUOUS THERMAL AND VAPOR-RETARDER INTEGRITY UNLESS OTHERWISEINDICATED.b.INSULATE PIPE ELBOWS USING PREFORMED FITTING INSULATION OR MITERED FITTINGSMADE FROM SAME MATERIAL AND DENSITY AS ADJACENT PIPE INSULATION. EACH PIECESHALL BE BUTTED TIGHTLY AGAINST ADJOINING PIECE AND BONDED WITH ADHESIVE. FILLJOINTS, SEAMS, VOIDS, AND IRREGULAR SURFACES WITH INSULATING CEMENT FINISHED TOA SMOOTH, HARD, AND UNIFORM CONTOUR THAT IS UNIFORM WITH ADJOINING PIPEINSULATION.c.INSULATE TEE FITTINGS WITH PREFORMED FITTING INSULATION OR SECTIONAL PIPEINSULATION OF SAME MATERIAL AND THICKNESS AS USED FOR ADJACENT PIPE. CUTSECTIONAL PIPE INSULATION TO FIT. BUTT EACH SECTION CLOSELY TO THE NEXT AND HOLDIN PLACE WITH TIE WIRE. BOND PIECES WITH ADHESIVE.d.INSULATE VALVES USING PREFORMED FITTING INSULATION OR SECTIONAL PIPE INSULATIONOF SAME MATERIAL, DENSITY, AND THICKNESS AS USED FOR ADJACENT PIPE. OVERLAPADJOINING PIPE INSULATION BY NOT LESS THAN TWO TIMES THE THICKNESS OF PIPEINSULATION, OR ONE PIPE DIAMETER, WHICHEVER IS THICKER. FOR VALVES, INSULATE UPTO AND INCLUDING THE BONNETS, VALVE STUFFING-BOX STUDS, BOLTS, AND NUTS. FILLJOINTS, SEAMS, AND IRREGULAR SURFACES WITH INSULATING CEMENT.e.INSULATE FLANGES AND UNIONS USING A SECTION OF OVERSIZED PREFORMED PIPEINSULATION. OVERLAP ADJOINING PIPE INSULATION BY NOT LESS THAN TWO TIMES THETHICKNESS OF PIPE INSULATION, OR ONE PIPE DIAMETER, WHICHEVER IS THICKER.f.COVER SEGMENTED INSULATED SURFACES WITH A LAYER OF FINISHING CEMENT AND COATWITH A MASTIC. INSTALL VAPOR-BARRIER MASTIC FOR BELOW-AMBIENT SERVICES AND ABREATHER MASTIC FOR ABOVE-AMBIENT SERVICES. REINFORCE THE MASTIC WITHFABRIC-REINFORCING MESH. TROWEL THE MASTIC TO A SMOOTH AND WELL-SHAPEDCONTOUR.2.INSULATE INSTRUMENT CONNECTIONS FOR THERMOMETERS, PRESSURE GAGES, PRESSURETEMPERATURE TAPS, TEST CONNECTIONS, FLOW METERS, SENSORS, SWITCHES, ANDTRANSMITTERS ON INSULATED PIPES. SHAPE INSULATION AT THESE CONNECTIONS BYTAPERING IT TO AND AROUND THE CONNECTION WITH INSULATING CEMENT AND FINISH WITHFINISHING CEMENT, MASTIC, AND FLASHING SEALANT.K. FIELD-APPLIED JACKET INSTALLATION1.WHERE FSK JACKETS ARE INDICATED, INSTALL AS FOLLOWS:a.DRAW JACKET MATERIAL SMOOTH AND TIGHT.b.INSTALL LAP OR JOINT STRIPS WITH SAME MATERIAL AS JACKET.c.SECURE JACKET TO INSULATION WITH MANUFACTURER'S RECOMMENDED ADHESIVE.d.INSTALL JACKET WITH 1-1/2 INCH LAPS AT LONGITUDINAL SEAMS AND 3 INCH WIDE JOINTSTRIPS AT END JOINTS.e.SEAL OPENINGS, PUNCTURES, AND BREAKS IN VAPOR-RETARDER JACKETS AND EXPOSEDINSULATION WITH VAPOR-BARRIER MASTIC.2.WHERE PVC JACKETS ARE INDICATED, INSTALL WITH 1 INCH OVERLAP AT LONGITUDINALSEAMS AND END JOINTS; FOR HORIZONTAL APPLICATIONS. SEAL WITH MANUFACTURER'SRECOMMENDED ADHESIVE.a. APPLY TWO CONTINUOUS BEADS OF ADHESIVE TO SEAMS AND JOINTS, ONE BEAD UNDERLAP AND THE FINISH BEAD ALONG SEAM AND JOINT EDGE.2.5PIPING APPURTENANCESA.THERMOMETERS1.THERMOMETER SHALL BE METAL-CASE, LIQUID-IN-GLASS THERMOMETER TYPE.2.CASE SHALL BE DIE-CAST ALUMINUM 9-INCHES IN LENGTH, TUBE SHALL BE BLUEORGANIC-LIQUID FILLED WITH MAGNIFYING LENS, TUBE BACKGROUND SHALL BE SATIN-FACED,NONREFLECTIVE ALUMINUM WITH PALMATELY ETCHED SCALE MARKINGS.3.WINDOW SHALL BE GLASS OR PLASTIC WITH A FLEXIBLE CONNECTOR ALLOWING FOR 180DEGREES IN THE VERTICAL PLANE, 360 DEGREES IN THE HORIZONTAL PLANE WITH LOCKINGDEVICE.4.STEM SHALL BE BRASS FOR THERMOWELL INSTALLATION AND OF LENGTH SUITABLE FOR PIPEDIAMETER IN WHICH IT WILL BE INSTALLED.5.ACCURACY SHALL BE PLUS OR MINUS 1 PERCENT OF RANGE OR PLUS OR MINUS 1 SCALEDIVISION TO MAXIMUM OF 1.5 PERCENT OF RANGE. SELECT RANGE SO OPERATING POINT ISMID-POINT OF RANGE.6.THERMOMETER SHALL BE AS MANUFACTURED BY WEISS, MILJOCO OR TRERICE OR FROMADDITIONAL MANUFACTURERS OFFERING EQUIVALENT PRODUCTS MEETING THEREQUIREMENTS LISTED ABOVE.B.PRESSURE GAUGES1.PRESSURE GAUGE SHALL BE DIRECT-MOUNTING DIAL TYPE PRESSURE GAUGE COMPLYINGWITH ASME B40.100.2.CASE SHALL BE LIQUID-FILLED TYPE, 304 STAINLESS STEEL CASE, 2-1/2-INCH DIAMETER.3.PRESSURE-ELEMENT ASSEMBLY SHALL BE BOURDON TUBE, WITH A BRASS PRESSURECONNECTION, NPS 1/4, BOTTOM-OUTLET TYPE.4.MOVEMENT SHALL BE MECHANICAL, WITH LINK TO PRESSURE ELEMENT AND CONNECTION TOPOINTER.5.DIAL SHALL BE SATIN-FACED, NONREFLECTIVE ALUMINUM WITH PERMANENTLY ETCHED SCALEMARKINGS. POINTER SHALL BE BLACK METAL WITH GLASS OR ACRYLIC WINDOW.6.RING SHALL BE STAINLESS STEEL.7.ACCURACY SHALL BE GRADE A, PLUS OR MINUS 1 PERCENT OF WHOLE SCALE.8.VACUUM-PRESSURE RANGE SHALL BE 0-IN. HG OF VACUUM TO 15 PSIG OF PRESSURE.9.SELECT RANGE SO OPERATING POINT IS MID-POINT OF RANGE.10.PRESSURE-GAGE FITTINGS SHALL INCLUDE VALVES OF NPS 1/4 BRASS OR STAINLESS-STEELBALL TYPE WITH NPS 1/4 COIL OF BRASS TUBING WITH THREADED RODS FOR SYPHONS.11.SNUBBERS SHALL MEET ASME B40.5, SHALL BE NPS 1/4 BRASS BUSHING WITHCORROSION-RESISTANT, POROUS-METAL DISC OF MATERIAL SUITABLE FOR SYSTEM FLUIDAND WORKING PRESSURE.12.PRESSURE GAUGE SHALL BE AS MANUFACTURED BY WEISS, MILJOCO OR TRERICE OR FROMADDITIONAL MANUFACTURERS OFFERING EQUIVALENT PRODUCTS MEETING THEREQUIREMENTS LISTED ABOVE.C.THERMOWELLS1.THERMOWELLS SHALL BE PRESSURE-TIGHT, SOCKET-TYPE BRASS FITTING MADE FORINSERTION INTO PIPING AND OF TYPE, DIAMETER, AND LENGTH REQUIRED TO HOLDTHERMOMETER. THERMOWELL MANUFACTURER SHALL BE THE SAME MANUFACTURER AS THETHERMOMETER.Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYKYLE J. CARTIER, PE ON DATE INDICA TED IN DIGI TAL SIGNATURE USING A DIGI TAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NOT CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. M-5 SPECIFICATION - MECHANICAL DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX.GFI DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX.SPECIAL PURPOSE RECEPTACLE, AS NOTED ON PLANS, WITH FLUSH WALL OUTLETBOX.SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE, WALL MTD. OR MTD. TOCEILING/STRUCTURE AS INDICATED.MOTOR, AS NOTED.DISCONNECT SWITCH. REFER TO EQUIPMENT FEEDER SCHEDULE FOR REQUIREMENTS(I.E. SIZE, FUSED, NON-FUSED, ETC.)MAGNETIC MOTOR STARTER OR CONTACTOR, AS NOTED.CONTROL AND/OR POWER EQUIPMENT CONNECTION.120V CONNECTION TO MOTORIZED DAMPER, COORDINATE WITH DIVISION 23.VARIABLE FREQUENCY DRIVE, COORDINATE WITH DIVISION 23.JCMVFDPOWER120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED277/480V BRANCH CIRCUIT PANELBOARDTRANSFORMER, PAD MOUNTED (PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR ALLINDOOR APPLICATIONS.)BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUNDBRANCH CIRCUIT CONDUIT EXPOSEDBRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. MINIMUM TWOCONDUCTORS PLUS GROUND. REFER TO SPECIFICATIONS AND EQUIPMENT FEEDERSCHEDULE FOR CONDUCTOR REQUIREMENTS. ARROWS INDICATE CIRCUITCONNECTIONS AND HOMERUNS TO PANEL AS INDICATED ON PLANS. TYPICAL FOR ALLRACEWAY TYPES, U.O.N.IGISOLATED POWER SYSTEM CONDUIT, CONCEALED WITH INSULATED ISOLATEDGROUNDING CONDUCTOR IN ADDITION TO EQUIPMENT GROUND CONDUCTOR.LVLOW VOLTAGE CONTROL WIRING AND CONDUIT, CONCEALEDCONDUIT CONTINUEDCONDUIT CAPPED OFFCONDUIT RUN UPCONDUIT RUN DOWNGROUND OR GROUND ROD AS NOTEDGROUND BUS BARENCLOSED MOLDED CASE CIRCUIT BREAKER IN NEMA 1 ENCLOSURESPDSURGE PROTECTION DEVICET0CONTROL PANEL, AS NOTED.1.THE COLOR OF ALL DEVICES SHALL BE SELECTED BY THE ARCHITECT. COVER PLATES SHALL BE #302 SMOOTHSTAINLESS STEEL , UNLESS OTHERWISE NOTED.2.SCREENED ELECTRICAL ITEM DENOTES EXISTING.3."R" BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETELY.4."H" BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY.5.ALL DIMENSIONS INDICATED ARE TO THE BOTTOM OF FIXTURE, OUTLET, OR EQUIPMENT AND SHALL BE THEDIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THEDRAWINGS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENTUNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFYAND COORDINATE THE EXACT HEIGHT AND LOCATION OF ALL FIXTURES, OUTLETS, AND EQUIPMENT WITH ALLDOCUMENTS AND DISCIPLINES (I.E., ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION,KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH-IN; ADJUST TO MEET ALL REQUIREMENTS.6.ALL SYMBOLS INDICATED IN THIS LEGEND MAY NOT BE USED ON THE PLANS.7.ALL WIRING DEVICES SHALL BE PROVIDED WITH A GROUNDING TERMINAL SCREW.8.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.9.U.O.N. = UNLESS OTHERWISE NOTED.10.A.H.J. = AUTHORITY HAVING JURISDICTION.11.A.F.F. = ABOVE FINISHED FLOOR12.ELECTRICAL CONTRACTOR TO PROVIDE PULL STRINGS IN ALL CONDUIT(S).SYMBOL LEGEND NOTES:a.MOUNTED 16" ABOVE FINISHED FLOOR TO THE BOTTOM.b.MOUNTED 44" ABOVE FINISHED FLOOR TO THE BOTTOM.c.MOUNTED 50" ABOVE FINISHED FLOOR TO THE BOTTOM.d.OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLERS REQUIREMENTS.e.SUPPORT OUTLET BOX FROM STRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25"SQUARE INCHES SHALL BE SUPPORTED WITH (2) 3/8" ALL THREADS MINIMUM.f.JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C.g.THREADED CONDUIT HUBS SHALL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION.h.PROVIDE KINDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOREXTERIOR APPLICATIONS.i.WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATESURFACE PLATE FOR OUTLET APPLICATION.j.MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OFEQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION,KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH-IN TO MAINTAIN CLEARANCES.k."NL" INDICATES FIXTURE CONNECTED AHEAD OF ALL SWITCHES FOR 24 HOUR NIGHTLIGHT OPERATION.l.MOUNTED 80" ABOVE FINISHED FLOOR TO BOTTOM.m.ALL STROBES SHALL BE ADJUSTABLE INTENSITY TYPE SET AT 75cd UNLESS OTHERWISE NOTED.n.MOUNTED 72" ABOVE FINISHED FLOOR TO THE TOP.REMARKS:na, fa, fa, fe, f, h, ijh, jh, jh, jjh, jh, jjh, jJGRock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYADAM S. LEVINE, PE ON DATE INDICA TED IN DIGI TAL SIGNA TURE USING A DIGITAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NO T CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. E-0 SYMBOL LEGEND AND NOTES - ELEC 1E-1ROCK ROAD JAIL DEMO FLOOR PLAN - ELECTRICAL1/4"=1'-0"EXIST.PNL MSPEXIST.PNL DPEXIST.PNL RPCHWP-4CT-2CT-1CHWP-2CHWP-3CWP-2CWP-3CHWP-1CWP-1AS-1ET-1SCHWP-2EF-1SCHWP-1D3 D4CD1D2T-RPCH-1CH-2CH-3GENERAL NOTES1.THE OBJECT OF THIS PROJECT IS TO REPLACE EXISTING CH-2WITH NEW CHILLER. REMOVAL OF EXISTING CHILLER ANDASSOCIATED CONTROLS TO BE BY DIVISION 23 CONTRACTOR.2.DASHED ITEMS TO BE REMOVED.3.SCREENED ITEMS ARE EXISTING TO REMAIN.4.COORDINATE ALL WORK WITH DIVISION 23 CONTRACTOR.REFERENCE NOTES - DEMOD1REMOVE EXISTING CONDUCTORS IN UNDERGROUND CHILLERFEEDER. REMOVE EXISTING CONDUIT AT GROUND LEVEL ON EACHEND. SEAL CONDUIT ENDS AND PATCH CONCRETE AS REQUIRED.REMOVE EXISTING CONDUCTORS FROM PANEL 'RP' TO CH-2 TOFACILITATE REMOVAL OF CHILLER BY MECHANICAL CONTRACTOR.DISCONNECT ALL POWER CONDUCTORS TO EXISTING CHILLER TOFACILITATE REMOVAL BY DIVISION 23 CONTRACTOR.DISCONNECT CH-2 CONDUCTORS FROM CIRCUIT BREAKER INPANEL. MARK CIRCUIT BREAKER FOR REUSE DURING RENOVATION.D2D3D4Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYADAM S. LEVINE, PE ON DATE INDICA TED IN DIGI TAL SIGNA TURE USING A DIGITAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NO T CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. E-1 DEMOLITION FLOOR PLAN - ELEC0'4'1'2'GRAPHIC SCALE1/4"=1'-0" GENERAL NOTES1.COORDINATE ALL WORK WITH DIVISION 23 CONTRACTOR.2.MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FORINSTALLATION OF ALL CONTROL CONDUITS AND CONDUCTORS.REFERENCE NOTES - NEWPROVIDE NEW OVERHEAD FEEDER TO NEW CH-2. REFER TOEQUIPMENT FEEDER SCHEDULE FOR CONDUIT AND CONDUCTORSIZE.CONNECT NEW FEEDER CONDUCTORS TO EXISTING 450A CIRCUITBREAKER IN PANEL. REFER TO EQUIPMENT FEEDER SCHEDULEFOR CONDUIT AND CONDUCTOR SIZE.COMPLETE CONNECTION OF NEW FEEDER TO NEW CH-2 ASREQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR FORSTARTUP OF CHILLER.PROVIDE LIQUIDTIGHT FLEXIBLE METAL CONDUIT FROM END OFFEEDER CONDUIT TO CHILLER CONNECTION BOX.ENSURE THAT CHILLER FRAME IS GROUNDED AND BONDED PERMANUFACTURER'S RECOMMENDATIONS. ADD BOND CONNECTIONTO BUILDING STEEL OR GROUND ROD IF INSTALLATION REQUIRES.123451E-2ROCK ROAD JAIL NEW FLOOR PLAN - ELECTRICAL1/4"=1'-0"EXIST.PNL MSPEXIST.PNL DPEXIST.PNL RPCHWP-4CT-2CT-1CHWP-2CHWP-3CWP-2CWP-3CHWP-1CWP-1AS-1ET-1SCHWP-2EF-1SCHWP-1 T-RPCH-1CH-3C123NEWCH-245Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS I TEM HAS BEEN ELEC TRONICA LLY SIGNED AND SEALED BYADAM S. LEVINE, PE ON DATE INDICA TED IN DIGI TAL SIGNA TURE USING A DIGITAL SIGNA TURE.PRINTED COPIES OF THIS DOCUMEN T ARE NO T CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUS T BE VERIFIEDON ANY ELECTRONIC COPIES. E-2 NEW FLOOR PLAN - ELECTRICAL0'4'1'2'GRAPHIC SCALE1/4"=1'-0" Rock Road Jail Chiller Replacement St. Lucie County, Florida 2001013 KYLE J. CARTIER, P.E. 53269 GARY A. WILKERSON, P.E. 43167 JEFF A. KIRKMAN, P.E. 65629 ADAM S. LEVINE, P.E. 77010 expect a difference SALAS O'BRIEN 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 THIS ITEM HAS BEEN E LECTRONICALLY SIGNED AND SEALED BYADAM S. LEVINE, PE ON DATE INDICATED IN DIGITAL SIGNATUREUSING A DIGITA L SIGNATURE.PRINTED COPIES OF THIS DOCUMEN T ARE NOT CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES. E-3 SCHEDULES & SPECS - ELECTRICAL