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HomeMy WebLinkAboutPLANSST. LUCIE COUNTY ROCK ROAD JAIL ST. LUCIE COUNTY, FLORIDA ISSUE HISTORY REVISION ISSUE DATE DESCRIPTION 02/09/2022 100% REVIEW SET 02/14/2022 PERMIT SET PROJECT LOCATION ST. LUCIE COUNTY ROCK ROAD JAIL 900 N. ROCK ROAD FT PIERCE, FLORIDA 34945 FILE COPY ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR MPLIANCE �'EVIEWED By DATE - t .. PLANS AND PERMIT MUST DE KEFT ON J09 OR NO INSPECTION WILL DE MADE. SC ED DRAWING LIST SHEET I TITLE REVISION # CVR I COVER SHEET MECHANICAL M-0 LEGEND, ABBREVIATIONS, AND GENERAL NOTES - MECHANICAL M-1 DEMOLITION FLOOR PLAN - MECHANICAL M-2 NEW FLOOR PLAN - MECHANICAL M-3 CHILLED WATER FLOW DIAGRAM- MECHANICAL M-4 SPECIFICATIONS - MECHANICAL M-5 SPECIFICATIONS - MECHANICAL tLtC; I KIGAL E-0 SYMBOL LEGEND AND NOTES - ELECTRICAL E-1 DEMOLITION FLOOR PLAN - ELECTRICAL E-2 NEW FLOOR PLAN - ELECTRICAL E-3 SCHEDULES & SPECS- ELECTRICAL —CODES AND STANDARDS THESE DOCUMENTS HAVE BEEN PREPARED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS: * 2019 ASHRAE STANDARD 15 SAFETY CODE FOR MECHANICAL REFRIGERATION * 2020 FLORIDA BUILDING CODE BUILDING * 2020 FLORIDA BUILDING CODE EXISTING BUILDING * 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION * 2020 FLORIDA BUILDING CODE MECHANICAL * 2017 NATIONAL ELECTRICAL CODE (NFPA 70) NOTE THIS IS A 24 HOUR CORRECTIONAL FACILITY. CONTRACTOR SHALL COMPLETE PORTIONS OF THIS WORK DURING PLANNED ACCESS. CONTRACTOR SHALL COORDINATE ALL ACCESS WITH ST. LUCIE COUNTY. SCANNED BY St. LucieCounty oa—(�f&7 SCANN6 expect a difference 3501 Quadrangle Boulevard, Suite 400 Orlando, Florida 32817 (407)380-0400 CERT. OF AUTH. NO. 6106 • GARY A. W ILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 ❑ JEFF A. KIRKMAN, P.E. 65629 • ADAM S. LEVINE, P.E. 77010 o VICTOR M. DIAZ, P.E. 55919 21-04404 11111111111d0R 4,+AR i!w �N FL0� �,. Sri„ ... � a O C) Y 0 W Y U W 2 U W 0 z o 5 a Of 9 Z W 0� QU O LL C) a < z _ 0 wlee— J U J W w U cn U) W 0 CU N O CN � O O I _ C N N /J o Uo= - o° a 00 Ln GENERAL NOTES 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE CHILLED WATER SYSTEMS. 2. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING THE INSTALLATION OF PIPING AND EQUIPMENT. 3. THE CONTRACTOR SHALL COMPLY WITH THE 2020 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES AND STANDARDS, LATEST EDITION AND INCLUDING SUPPLEMENTS AND ADDENDA. 4. ALL REQUESTS FOR INFORMATION (RFI'S) SUBMITTED BY THE CONTRACTOR SHALL INCLUDE A PROPOSED SOLUTION. 5. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION AND CLEARANCE REQUIREMENTS. THE CONTRACTOR SHALL VERIFY INSTALLATION CLEARANCES WILL BE MAINTAINED AND 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 THAT INTERFERENCE BETWEEN HVAC, PIPING, EQUIPMENT, STRUCTURAL, AND ELECTRICAL WORK WILL BE AVOIDED. ALL NECESSARY OFFSETS, PIPING, AND FITTINGS REQUIRED TO INSTALL THE WORK PROPERLY SHALL BE PROVIDED 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 THE MECHANICAL SYSTEMS, THE CONTRACTOR SHALL SUBMIT LAYOUT AND FABRICATION SHOP DRAWINGS FOR APPROVAL. CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT APPROVED SHOP DRAWINGS ON THE CONSTRUCTION SITE. 9. FIELD INSULATE ALL SURFACES SUBJECT TO CONDENSATION. MECHANICAL ABBREVIATIONS ABBREV. DESCRIPTION ABBREV. I DESCRIPTION AC ALTERNATING CURRENT ID INNER DIAMETER AFF ABOVE FINISHED FLOOR IN INCH AFMS AIRFLOW MEASURING STATION IN.W.G. INCHES OF WATER - GAUGE AH AIR HANDLER IPS IRON PIPE SIZE AHU AIR HANDLING UNIT KEF KITCHEN EXHAUST FAN AMP AMPERE KSF KITCHEN SUPPLY FAN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE KW KILOWATT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING L LENGTH AND AIR CONDITIONING ENGINEERS LAT LEAVING AIR TEMPERATURE ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS LBS POUNDS A/V AUDIBLE/VISUAL LF LINEAR FEET AWG AMERICAN WIRE GAUGE LWT LEAVING WATER TEMPERATURE B BOILER MAX MAXIMUM BCU BLOWER COIL UNIT MBH THOUSAND BTU PER HOUR BDD BACKDRAFT DAMPER MCA MINIMUM CURRENT AMPACITY BHP BRAKE HORSEPOWER MIN MINIMUM BLDG BUILDING MOCP MAXIMUM OVERCURRENT PROTECTION BMS BUILDING MANAGEMENT SYSTEM MSS MANUFACTURERS STANDARDIZATION SOCIETY BTU BRITISH THERMAL UNITS MVD MANUAL VOLUME DAMPER CFM CUBIC FEET PER MINUTE N NORTH CH CHILLER N/A NOT APPLICABLE, NONE ASSOCIATED, NONE CHWR CHILLED WATER RETURN AVAILABLE CHWS CHILLED WATER SUPPLY NC NOISE CRITERIA, NORMALLY CLOSED CRAC COMPUTER ROOM AIR CONDITIONER NFPA NATIONAL FIRE PROTECTION ASSOCIATION CT COMPRESSION TANK NIC NOT IN CONTRACT CU CONDENSING UNIT NO NUMBER, NORMALLY OPEN CWR CONDENSER WATER RETURN NTS NOT TO SCALE CWS CONDENSER WATER SUPPLY CIA OUTDOOR AIR CxA COMMISSIONING AGENT OAT OUTDOOR AIR TEMPERATURE D DEPTH OD OUTER DIAMETER CIS DECIBEL OZ OUNCE DB DRY BULB P PUMP DC DIRECT CURRENT PH PHASE DOC DIRECT DIGITAL CONTROL PPM PARTS PER MILLION DEG F DEGREE FAHRENHEIT PRESS PRESSURE DIA DIAMETER PRV PRESS RELIEF VALVE, PRESS REGULATING VALVE DOAS DEDICATED OUTDOOR AIR SYSTEM PSI POUNDS PER SQUARE INCH EA EXHAUST AIR, EACH PSI -A POUNDS PER SQUARE INCH -ABSOLUTE EAT ENTERING AIR TEMPERATURE PSI-G POUNDS PER SQUARE INCH - GAUGE ECM ELECTRICALLY COMMUTATED MOTOR PVC POLYVINYL CHLORIDE EDH ELECTRIC DUCT HEATER CITY QUANTITY EFF EFFICIENCY RA RETURN AIR EER ENERGY EFFICIENCY RATIO RH RELATIVE HUMIDITY EF EXHAUST FAN RLA RUNNING LOAD AMPS ESP EXTERNAL STATIC PRESSURE RM ROOM ETC ET CETERA RPM REVOLUTIONS PER MINUTE EWT ENTERING WATER TEMPERATURE RPZ REDUCED PRESSURE ZONE FA FIRE ALARM RTU ROOFTOP UNIT FBC FLORIDA BUILDING CODE SA SUPPLY AIR FBC-M FLORIDA BUILDING CODE - MECHANICAL SD SMOKE DETECTOR FCU FAN COIL UNIT SEER SEASONAL ENERGY EFFICIENCY RATIO FD FIRE DAMPER, FLOOR DRAIN SF SQUARE FEET FLA FULL LOAD AMPS SC SHADING COEFFICIENT FPM FEET PER MINUTE SHGC SOLAR HEAT GAIN COEFFICIENT FPS FEET PER SECOND SMACNA SHEET METAL AND AIR CONDITIONING FRP FIBERGLASS REINFORCED PLASTIC CONTRACTORS NATIONAL ASSOCIATION FT FEET SP STATIC PRESSURE FT-H20 FEET OF WATER STD STANDARD GA GAGE T THERMOSTAT GAL GALLON TSP TOTAL STATIC PRESSURE GPD GALLONS PER DAY TYP TYPICAL GPH GALLONS PER HOUR UH UNIT HEATER GPM GALLONS PER MINUTE UL UNDERWRITERS LABORATORIES H HEIGHT LINO UNLESS NOTED OTHERWISE HE HOSE BIBB V VOLTAGE HD HUB DRAIN VA VOLT AMPERE H-O-A HAND -OFF -AUTOMATIC VAV VARIABLE AIR VOLUME HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HR HOUR W WATT, WIDTH I HVAC HEATING, VENTILATING, AND AIR CONDITIONING WB WET BULB HX HEAT EXCHANGER WWF WELDED WIRE FABRIC HZ HERTZ YR YEAR WATER-COOLED CHILLER MARK CH - LOCATION CHILLER BUILDING MANUFACTURER TRANE MODEL CVHE0450 TYPE CENTRIFUGAL NOMINAL / ACTUAL CAPACITY (TONS) 450/300 KW/TON 0.5502 EVAPORATOR WATER FLOW (GPM) 600 ENTERING WATER TEMP (DEG F) 54 LEAVING WATER TEMP (DEG F) 42 NUMBER OF PASSES 2 MAX PRESSURE DROP FT-H20 6.22 CONDENSER WATER FLOW (GPM) 841.0 ENTERING WATER TEMP (DEG F) 85.0 LEAVING WATER TEMP (DEG F) 95.0 NUMBER OF PASSES 2 MAX PRESSURE DROP (FT-H20) 11.1 ELECTRICAL DATA MCA 308.00 MOCP 500.00 VOLTS/PHASE/HZ 460/3/60 UNIT REQUIREMENTS REFRIGERANT TYPE R-514A OPERATING WEIGHT (LBS) 19,217 ACCESSORIES 1-11 NOTES 1-3 1. FACTORY INSTALLED AND WIRED CONTROL POWER TRANSFORMER PRODUCING 120V/1 PH POWER FOR ALL CHILLER -MOUNTED DEVICES. 2. PROVIDE BACNET CONTROL INTERFACE WITH BUILDING CDC CONTROLS. PROVIDE ALL REQUIRED PROGRAMMING FOR INTERFACE TO BUILDING CONTROL SYSTEM. 3. UNIT MOUNTED WYE-DELTA STARTER 4. FIELD INSTALLED THERMAL DISPERSION FLOW SWITCHES. 5. FACTORY PERFORMANCE TEST, STANDARD AIR RUN, AND VIBRATION TEST. 6. SURGE PROTECTOR / LIGHTNING ARRESTOR 7. FACTORY START-UP AND 10 YEAR PARTS, LABOR, AND REFRIGERANT WARRANTY. 8. PGBASED SERVICE TOOL, TRACER TU. 9. CHILLED AND CONDENSER WATER PUMP RELAYS. 10. CONDENSER PROOF OF FLOW. 11. CONDENSATION NEOPRENE PAD ISOLATORS. NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL COMPONENTS SHIPPED LOOSE WITH THE CHILLER. 2. CHILLER SHALL BE UL LISTED, 3. FIELD INSULATE ALL SURFACES SUBJECT TO CONDENSATION. MECHANICAL LEGEND SYMBOL DESCRIPTION GENERAL CS -A SS/12X6 OR MARK - TYPE OR (INAN) AIR DEVICE TAG 100 CFM 100 CFM AIRFLOW (CFM) UC UNDER CUT DOOR 100 AIR FLOW AMOUNT (CFM) O OR Di REFERENCE NOTE X DETAIL NUMBER X-X SHEET DETAIL APPEARS TYPE OF EQUIPMENT X EQUIPMENT NUMBER X SECTION NUMBER X-X SHEET SECTION APPEARS Q POINT OF DISCONNECTION POINT OF CONNECTION SYMBOL DESCRIPTION HVAC 24x12 Q�iD RECTANGULAR DUCT, FIRST FIGURE IS DIMENSION OF SIDE SHOWN (IN INCHES) 24x120 FLAT OVAL DUCT, FIRST FIGURE IS DIMENSION OF SIDE SHOWN (IN INCHES) 24PJ ROUND DUCT, DIAMETER SHOWN (IN INCHES) SUPPLY DUCT RISER RETURN DUCT RISER EXHAUST DUCT RISER %C SUPPLY DUCT DOWN RETURN DUCT DOWN EXHAUST DUCT DOWN DUCT CONTINUES MvD MANUAL VOLUME DAMPER Boo BACKDRAFT DAMPER M MOTORIZED DAMPER FD jill FIRE DAMPER (HORIZONTAL) FD FIRE DAMPER (VERTICAL) SD 10 SMOKE DAMPER (HORIZONTAL) sD SMOKE DAMPER (VERTICAL) F/SD 00 COMBINATION FIRE/SMOKE DAMPER (HORIZONTAL) F/SD 4 COMBINATION FIRE/SMOKE DAMPER (VERTICAL) DUCT -MOUNTED SMOKE DETECTOR ® DUCT ACCESS DOOR - TOP DUCT ACCESS DOOR - BOTTOM DUCT ACCESS DOOR - SIDE O D pf 4 w DUCT RISE OR DROP IN DIRECTION OF FLOW SQUARE TO ROUND DUCT TRANSITION TERMINAL UNIT CROSS HATCHED AREA = MINIMUM CLEARANCE FOR HEATER ACCESS. MAINTAIN CLEARANCE. SINGLE LINE DUCTWORK BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING FLEXIBLE DUCT SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) zRETURN INLET (SEE AIR DEVICE SCHEDULE) ® EXHAUST INLET (SEE AIR DEVICE SCHEDULE) LINEAR DIFFUSER ELBOW W/fURNING VANES ROTATING BEACON LIGHT 0o CARBON MONOXIDE SENSOR co CARBON DIOXIDE SENSOR No NITROGEN OXIDE SENSOR ® SMOKE DETECTOR AA/ ANNUNCIATOR Q HUMIDISTAT REFRIGERANT SENSOR ® DUCT SMOKE DETECTOR Q THERMOSTAT QB TEMPERATURE SENSOR 1� REFRIGERANT MONITORING SYSTEM AUDIO, VISUAL, AND HORN STROBE DEVICE. NOTES: 1. THIS IS A GENERAL COMPILATION OF SYMBOLS AND NOT ALL SYMBOLS SHOWN MAY BE USED ON THE CONTRACT DRAWINGS. 2. SCREENED SYMBOLS OR TEXT (EXAMPLE: CH) INDICATE EXISTING EQUIPMENT OR CONDITIONS. 3. SCREENED AND DASHED AND LINES INDICATE LINES HIDDEN IN VIEW. L O B IEN expect a difference 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407)380-0400 CERT. OF AUTH. NO. 6100 O GARY A. WILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 G JEFF A, KIRKMAN, P.E. 65629 o ADAM S. LEVINE, P.E. 77010 c VICTOR M. DIAZ, P.E. 55919 21-04404 z 0 UJ m N O o a Cq o d' I N N z w W CU Q NW Ld_ u C1 G O_ o LL D 0 W U D J U) U Y 0 LJ Y U W U L� ((n 6 C d 0) 8" CHWR TO BLDG Y I I I l 8" CHWS TO BLDG.- ROCK ROAD JAIL DEMOLITION FLOOR PLAN - MECHANICAL WATER CONTROL REFERENCE NOTES - DEMO Di REMOVE EXISTING CARRIER 300 TON WATER COOLED CHILLER AND TURN OVER TO ST. LUCIE COUNTY FOR FUTURE USE. CONTRACTOR SHALL REMOVE, LOAD, TRANSPORT AND OFF-LOAD THE CHILLER TO A LOCATION DETERMINED BY ST. LUCIE COUNTY. D2 REMOVE EXISTING CHILLED WATER AND CONDENSER WATER ISOLATION VALVES AND REPLACE WITH NEW VALVES. COORDINATE REQUIRED CHILLED WATER AND CONDENSER WATER SYSTEM OUTAGE WITH ST. LUCIE COUNTY PRIOR TO THE START OF WORK. D3 REMOVE EXISTING REFRIGERANT RELIEF PIPING FROM CHILLER CONNECTION TO EXTERIOR WALL. RETAIN PIPE HANGERS AS REQUIRED FOR POTENTIAL REUSE WITH NEW CHILLER REFRIGERANT RELIEF PIPING. D4 REMOVE EXISTING STEEL COVERING OVER THE TOP OF THE EXISTING CONCRETE HOUSEKEEPING PAD. PREPARE PAD FOR SETTING OF NEW CHILLER ONTO EXISTING PAD. D6 REMOVE EXISTING REFRIGERANT MONITORING SENSOR ASSOCIATED WITH CH-1. D6 COORDINATE WITH CONTROLS CONTRACTOR SIEMENS FOR THE REMOVAL OF EXISTING CONTROLS END DEVICES ASSOCIATED WITH THE CONDENSER WATER PIPING, CHILLED WATER PIPING AND EXISTING CHILLER. GRAPHIC SCALE 1/4"=1'-0" 0' 1' 2' 4' ` AI -AS O'BRIEN expect a difference 3501 quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 GARY A. W ILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 ❑ JEFF A. KIRKMAN, P.E. 65629 ❑ ACAM S. LEVINE, P.E. 77010 VICTOR M. DIAZ, P.E. 55919 21-04404 Q � U Y Ld W Y U W S L� O Ln z o 5 Z 3 G Of i U Lu z wCE Q aw° J � o Q 0wz O O O C.)� o�w J J U L J z �� O la- 2 w 0 N 0 O It It NN d � � o c 0 � N 7 CH 1 48x48 8" CHWR TO BLDG. I I I 8"CHWS 1 TO BLDG, BI-DIRECTIONAL FLOW METER -- N40TORIZED VALVE IN VERTICAL - I 01 CH� w, '�1 I� 4J'P►`�'1 I IM 3� ... M 10" 2" BACKFLOW PREVk NTOR CIAWP-3 1-1/2" CW BELOW GLADE `i0 TOWER. —r I ----- --- --- ---- __ ----- C7-1 CT-2 1—D C—i -V m 3/4" I I i ( I I i I i 1 I I 8" IN VERTICAL. 2" CW SUPPLY BELOW GRADE HW k'ry {.! �~�.L — 14771' ROCK ROAD JAIL NEW FLOOR PLAN - MECHANICAL 1/4 11 =1 1_01F i 3" F'WE RGENCY CHILLED CONNECTION CHEMICAL POT FEEDER EF-1 CONDENSER WATER TREATMENT C.`.ON'rROL PANEL CONDENSER WATER TREATMENT REFERENCE NOTES - NEW 1D INSTALL NEW TRANE CHILLER ON EXISTING CONCRETE HOUSEKEEPING PAD. PROVIDE VIBRATION ISOLATION PADS AT EACH CHILLER CONTACT POINT WITH THE PAD IN ACCORDANCE WITH THE CHILLER MANUFACTURER'S INSTALLATION REQUIREMENTS. O LOCATE NEW CHILLER ON THE EXISTING CONCRETE PAD SUCH THAT THE CHILLER CONTROL PANEL IS LOCATED TOWARD THE NORTH END OF THE BUILDING. DESIGN INTENT IS TO LOCATE THE CHILLER CONTROL PANEL IN THIS AREA TO PROVIDE MAXIMUM CLEARANCE IN FRONT OF THE CONTROL PANEL. O ROUTE NEW 3-INCH COPPER CHILLER REFRIGERANT RELIEF PIPING FROM CHILLER CONNECTION TO EXTERIOR WALL. ROUTE PIPING OVERHEAD AS HIGH IN THE ROOM AS POSSIBLE AND REUSE EXISTING PIPE SUPPORTS FROM PREVIOUS RELIEF PIPING AS REQUIRED. PROVIDE NEW SUPPORTS WITH DIELECTRIC ISOLATION BETWEEN MATERIALS AS NEEDED TO ACHIEVE INSTALLATION. ® FIELD INSULATE ALL CHILLER SURFACES SUBJECT TO CONDENSATION WITH 2 LAYERS OF 1-INCH THICK CELLULAR ELASTOMERIC INSULATION. O5 PROVIDE NEW CHILLED WATER AND CONDENSER WATER ISOLATION VALVES IN THE CONDENSER WATER AND CHILLED WATER SYSTEMS. PROVIDE NEW PIPING SPOOL PIECES AS REQUIRED TO INSTALL THE NEW VALVES AND CONNECT TO THE CHILLER INLET AND OUTLET CONNECTIONS. © INSULATE ALL NEW CHILLED WATER PIPING WITH 1-1/2 INCH THICK FOAMGLASS INSULATION. O PROVIDE NEW REFRIGERANT MONITORING SENSOR ASSOCIATED WITH CH-1 AND EXISTING REFRIGERANT MONITORING CONTROL PANEL. SENSOR SHALL HAVE SAMPLING CAPABILITIES FOR R-123, R-134A AND R514A REFRIGERANTS. O COORDINATE WITH CONTROLS CONTRACTOR SIEMENS FOR THE INSTALLATION OF NEW CONTROLS END DEVICES ASSOCIATED WITH THE CONDENSER WATER PIPING, CHILLED WATER PIPING AND NEW CHILLER. O9 PAINT ALL NEW CONDENSER WATER PIPING AND PRIME AND PAINT ALL NEW CHILLED WATER PIPING INSULATION THE SAME COLOR AS EXISTING FOR A UNIFORM LOOK WITHIN THE PLANT, GRAPHIC SCALE 1 /4"=1'-0" 0' 1' 2' 4' expect a difference I 3501 Quadrangle Boulevard, Sulte 100 Orlando, Florida 32817 (407)380-0400 CERT. OF AUTN. NO. 6106 O GARY A. W ILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 • JEFF A. KIRKMAN, P.E. 65629 ❑ ADAM S. LEVINE, P.E. 77010 VICTOR M. DIAZ, P.E. 55919 21-04404 Q U � Y W Y U W 0 U W 0 z 0 z 5 J U_ Z Q �a Z 0 _ UJ 2 O Q w -j W <� LL a� < F- i � W � Z C.)O J w v ^ J � U) U U) 0 O J I 3: Z CJ 0 O -t It I N N N d C o ` G 0 0 V) SEQUENCE OF OPERATION ST. LUCIE COUNTY ROCK ROAD JAIL CHILLED WATER PLANT ST. LUCIE COUNTY, FLORIDA 1. 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 THE PLANT. d. SECONDARY CHILLED WATER RETURN TEMPERATURE ff) - IS THE TEMPERATURE OF THE WATER RETURNING TO THE PLANT. e. PLANT DEMAND (TONS) - IS CALCULATED AS = SECONDARY FLOW RATE' (SECONDARY CHILLED WATER RETURN - SECONDARY CHILLED WATER SUPPLY) / 24 2. 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 CHILLER SHALL 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 AN APPROPRIATE 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 45OF (ADJUSTABLE). THIS SET POINT 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 SUPPLY TEMPERATURE TO THE CHILLER IS LESS THAN 70-F (ADJUSTABLE) THEN THE FAN SHALL BE MODULATED TO MAINTAIN THE TEMPERATURE ABOVE 707, (ADJUSTABLE). 9. IF THE CONDENSER WATER TEMPERATURE EXCEEDS 80°F, THEN BOTH CELLS SHALL BE OPERATING EVEN IF ONLY ONE CHILLER IS OPERATING. 10. CHILLER SEQUENCING: a. THE DESIGN INTENT FOR THE CONTROL AND SEQUENCING OF NEW CHILLER CH-1 IS TO MIMIC THE EXISTING CONTROL AND SEQUENCE OF OPERATION FOR EXISTING CHILLER CH-1 AS DETAILED IN THE EXISTING SIEMENS CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL DEVELOP THE SEQUENCES OF OPERATION FOR NEW CHILLER CH-1 TO MATCH THE SEQUENCES, CONTROL POINTS AND SETPOINTS, INCLUDING THE UPDATING OF THE CONDENSER WATER SETPOINT OF NEW CHILLER CH-1 TO MATCH THE SETPOINT OF EXISTING CHILLERS CH-2 AND CH-3. 11. CONTROL POINTS LIST, PROGRAMMING AND GRAPHICS UPDATES a. CHILLER CH-1 CONTROL AND MONITORING POINTS SHALL INCLUDE BUT NOT BE LIMITED TO UNIT START/STOP, UNIT RUN, CONDENSER WATER PUMP CALL, CHILLED WATER PUMP CALL, CHILLER SUMMARY ALARM, CONDENSER WATER SUPPLY 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 THE EXISTING ST. LUCIE COUNTY ROCK ROAD JAIL CHILLER PLANT SYSTEMS GRAPHICS TO REFLECT THE REQUIREMENTS OF NEW CHILLER CH-1 AND ALL ASSOCIATED CONTROL AND MONITORING POINTS. 11. REFRIGERANT MONITORING SYSTEM SEQUENCE OF OPERATION a. UPON A DETECTION OF ANY REFRIGERANT GAS (R-134A, R-123 OR R-514A) AS DETECTED BY THE REFRIGERANT MONITORING SYSTEM ROOM SENSORS, AN AUDIBLE ALARM SHALL SOUND, THE EXTERIOR BLUE HORN STROBE LIGHTS SHALL BE ENERGIZED, AND EXISTING EXHAUST FAN EF-1 SHALL START. ALARMS, HORNS AND STROBES AND EXHAUST FAN EF-1 SHALL REMA!N IN OPERATION UNTIL SUCH TIME AS THE GAS CONCENTRATION IN THE BUILDING IS REDUCED TO BELOW SETPOINT LEVELS OR THE SYSTEM IS MANUALLY RESET. CONTROL POINT ABBREVIATION LEGEND DI DIGITAL INPUT DO DIGITAL OUTPUT Al ANALOG INPUT AO ANALOG OUTPUT S/S START/STOP VFD VARIABLE FREQUENCY DRIVE CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN T TEMPERATURE SP STATIC PRESSURE S STARTER HWS HOT WATER SUPPLY 15— BI-DIRECTIONAL FLOW METER t:U1,VH--, 6Q0 GPM LAS O'BRIEN expect a difference I 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 O GARY A. WILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 ❑ JEFF A. KIRKMAN, P.E. 65629 ❑ ADAM S. LEVINE, P.E. 77010 O VICTOR M. DIAZ, P.E. 55919 21-04404 CA of '!. 53 LA �L c SfA -0 `lz c '•°'u'3p8iV 50.?1'�. Q U � Y 0 w Y U W U w 0 z o w Of a i U Lu �a Z� CD QJ W O Q U LL Q - H O W Z O O U LL 0Wct J � J J f- U W .....J ..I T111111111011011 i U N O M N N 1 o 6 � C � m 7 m V) MECHANICAL SPECIFICATIONS PART 1 - GENERAL PROVISIONS 1.1 GENERAL A. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS 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 THE CONDITIONS AND DUTIES IMPOSED ON THEM AT THE BUILDING AND SHALL BE OF REPUTABLE MANUFACTURERS, THE DESCRIPTION, CHARACTERISTICS, AND REQUIREMENTS OF MATERIALS TO BE USED SHALL BE IN ACCORDANCE WITH QUALIFYING CONDITIONS ESTABLISHED IN THE SECTIONS FOLLOWING. C. THOROUGHLY CLEAN ALL EXPOSED SURFACES OF EQUIPMENT AND MATERIAL AND LEAVE IN A NEAT, CLEAN CONDITION READY FOR PAINTING. RESTORE AND TOUCH-UP FACTORY FINISHES WHICH WERE DAMAGED IN THE PERFORMANCE OF THE NEW WORK. D. LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY ACCESSIBLE 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 OF ANY DISCREPANCIES, OMISSIONS, AND/OR ANY OTHER CONFLICTS OR IRREGULARITIES PRIOR TO THE COMMENCEMENT OF ANY WORK. 1.2 EXISTING CONDITIONS A. WHEN WORKING IN AND AROUND THE BUILDING, EXTREME CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING STRUCTURE AND MECHANICAL SYSTEMS. REPAIR OR REPLACE TO THE SATISFACTION OF ST. LUCIE COUNTY ANY EXISTING WORK DAMAGED IN THE PERFORMANCE OF THE NEW WORK. B. THE CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. C. PERFORM ALL CUTTING AND PATCHING ASSOCIATED WITH THE NEW WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT. PATCHING SHALL MATCH EXISTING ADJACENT SURFACES AS TO MATERIAL, 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 BEFORE PROCEEDING. F. WHEN THE USE OR REUSE OF EXISTING SYSTEMS OR MATERIALS IS INDICATED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE SYSTEMS OR MATERIALS SUCH THAT THEY COMPLY WITH THE REQUIREMENTS OF THIS SPECIFICATION. 1.3 SUBMITTALS A. SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SHALL BE ANNOTATED TO CLEARLY INDICATE THE EQUIPMENT INTENDED FOR USE. SHOP DRAWINGS THAT ARE NOT ANNOTATED WILL BE REJECTED WITHOUT REVIEW, B. WELDING METHODS AND CERTIFICATES C. PRODUCT DATA 1. PROVIDE MANUFACTURER'S CATALOG SHEET FOR EACH PIECE OF EQUIPMENT INDICATING DIMENSIONS, WEIGHTS, CAPACITIES, SPECIALTIES, ACCESSORIES, ELECTRICAL REQUIREMENTS, 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 MANUALS 1. THE CONTRACTOR SHALL FURNISH TO ST. LUCIE COUNTY ONE (1) ELECTRONIC COPY AND TWO (2) COMPLETE BOUND SETS OF PRINTED INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT INCLUDED IN THIS CONTRACT. EACH SET SHALL BE CONTAINED IN 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 OPERATIONS 3. ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FINAL ISSUE. 4. MANUFACTURER'S ADVERTISING LITERATURE OR CATALOGS WILL NOT BE ACCEPTABLE FOR OPERATING AND MAINTENANCE INSTRUCTIONS. E. CONTROLS AND VERIFICATION REPORT 1. PRIOR TO COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL PRESENT TO THE OWNER'S REPRESENTATIVE A CERTIFICATE STATING THAT ALL CONTROL SYSTEMS HAVE BEEN TESTED, ARE OPERATING WITHIN THE REQUIRED TOLERANCES, AND THAT THE ENTIRE CONTROL SYSTEM INSTALLATION CONFORMS TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. F. RECORD DRAWINGS 1. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL DEVIATIONS IN WORK, AS ACTUALLY INSTALLED, 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 IN PORTABLE DOCUMENT FORMAT (PDF). THE CONTRACTOR MAY AT HIS/HER OPTION OBTAIN ELECTRONIC COPIES OF THE BACKGROUNDS THROUGH THE ENGINEER OF THE ORIGINAL CONTRACT DOCUMENTS FOR ALTERATION. THE CONTRACTOR SHALL PAY ALL FEES FOR THE DRAWING REPRODUCTION THERETO. CONTRACTOR SHALL CERTIFY THE ACCURACY OF EACH DRAWING BY ENDORSEMENT AND SIGNATURE THEREON. G. CERTIFICATION OF SYSTEMS 1. PRIOR TO COMPLETION OF THE CONTRACT AND FINAL ACCEPTANCE OF THE FACILITY, THE CONTRACTOR SHALL PRESENT TO ST. LUCIE COUNTY A CERTIFICATE THAT ALL MECHANICAL AND OTHER SYSTEMS HAVE BEEN TESTED AND THAT THE INSTALLATION AND PERFORMANCE OF THESE SYSTEMS CONFORM TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. H. ONE YEAR GUARANTEE PERIOD 1. THE GUARANTEE PERIOD SHALL START UPON SUBSTANTIAL COMPLETION OF THE PROJECT. DURING THE GUARANTEE PERIOD, THE CONTRACTOR SHALL SERVICE ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT. THIS SERVICE SHALL BE COORDINATED WITH ST. LUCIE COUNTY'S REPRESENTATIVE AND SHALL INCLUDE YEARLY MAINTENANCE PROCEDURES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURERS. PRIOR TO THE START OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL PROVIDE ST. LUCIE COUNTY WITH A SCHEDULE OF REQUIRED MAINTENANCE OPERATIONS FOR EACH SYSTEM AND ITEM OF EQUIPMENT. I. CLOSEOUT SUBMITTALS 1. 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 SYSTEMS 1.4 PROTECTION A. SPECIAL CARE SHALL BETAKEN FOR THE PROTECTION OF EQUIPMENT FURNISHED, EQUIPMENT AND MATERIAL SHALL BE COMPLETELY PROTECTED FROM WEATHER ELEMENTS, PAINTING, ETC., UNTIL THE PROJECT IS COMPLETED. DAMAGE SUCH AS RUST, PAINT, SCRATCHES, ETC., SHALL BE REPAIRED AS REQUIRED TO RESTORE EQUIPMENT TO ORIGINAL INTEGRITY. B. WHERE INSTALLATION OR CONNECTION OF EQUIPMENT REQUIRES WORK IN AREAS PREVIOUSLY FINISHED BY OTHER CONTRACTORS, THE AREA SHALL BE PROTECTED AND NOT ALTERED OR OTHERWISE DAMAGED DURING THE COURSE OF THE SAID WORK. CONTRACTOR SHALL PROCURE THE SERVICES OF THE ORIGINAL CONTRACTORS FOR THE REPAIRING AND REFINISHING THE DAMAGED AREAS THEREOF. C. PROVIDE OFF -SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON -SITE STORAGE OR PROTECTION. D. ADDITIONAL EQUIPMENT AND PIPE PROTECTION DURING CONSTRUCTION 1. COVER PRODUCTS SUBJECT TO DETERIORATION OR DAMAGE WITH IMPERVIOUS SHEET COVERING. PROVIDE VENTILATION TO AVOID CONDENSATION. 2. KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT. PROTECT OPEN ENDS WITH TEMPORARY PLUGS OR CAPS. PART 2 - BASIC MATERIALS AND METHODS I'AI■I17:1010NI W_NIIs] 01 A. NAMEPLATES: LAMINATED THREE -LAYER PLASTIC WITH ENGRAVED LETTERS. 1. INSTALLATION: DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. APPLY WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENT ADHESION 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 BLACK BACKGROUND) B. PLASTIC TAGS: LAMINATED THREE -LAYER PLASTIC WITH ENGRAVED WHITE LETTERS ON BLACK BACKGROUND 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 AND PRINTED MARKINGS. MARKERS SHALL IDENTIFY SERVICE AND FLOW DIRECTION. 1. INSTALLATION: INSTALL PLASTIC PIPE MARKERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. 2. SCHEDULE: • CHILLED WATER (WHITE LETTERS ON GREEN BACKGROUND) • CONDENSER WATER (WHITE LETTERS ON GREEN BACKGROUND) 2.2 HANGERS, SUPPORTS, AND SLEEVES A. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS, OR TIE -DOWNS THAT MAY BE NECESSARY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN ADEQUATE PIPE SUSPENSION SYSTEM IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES, USING STANDARD, COMMERCIALLY ACCEPTED HANGERS AND SUSPENSION EQUIPMENT. THE DESIGN OF ALL HANGERS AND SUPPORT SHALL BE IN ACCORDANCE WITH PROVISION OF THE CURRENT ISSUE OF MSS-SP-58 DOMESTIC DEVELOPED AS A STANDARD BY THE MANUFACTURER'S STANDARDIZATION 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 UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. THE DIFFERENT SERVICE PIPES, VALVES, AND FITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS APPLIED THERE WILL NOT BE LESS THAN 1/2-INCH CLEAR SPACE BETWEEN THE FINISHED COVERING AND OTHER WORK OR ADJACENT PIPING. E. HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND PERMIT PROPER DRAINAGE AND SHALL NOT BE SPACED MORE THAN 10 FEET APART. F. VERTICAL RUNS OF PIPE AND CONDUIT NOT OVER 15 FEET LONG SHALL BE SUPPORTED BY HANGERS PLACED NOT OVER ONE FOOT FROM THE ELBOWS ON THE CONNECTING HORIZONTAL RUNS. G. VERTICAL SUPPORT: STEEL RISER CLAMP. H. EQUIPMENT SUPPORT- SUPPLEMENTARY STEEL 1. 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 SUPPORTS AND THREADED RODS. J. SLEEVES AND PLATES: ALL PIPE SLEEVES SHALL BE CONSTRUCTED OF SCHEDULE 40 GALVANIZED STEEL PIPES. 2.3 PIPE, FITTINGS, AND JOINTS A. GENERAL 1. WHERE MORE THAN ONE PIPING SYSTEM MATERIAL IS SPECIFIED, ENSURE SYSTEM COMPONENTS ARE COMPATIBLE AND JOINED TO ENSURE THE INTEGRITY OF THE SYSTEM IS NOT JEOPARDIZED. PROVIDE NECESSARY JOINING FITTINGS. ENSURE FLANGES, UNION, AND COUPLINGS FOR SERVICING ARE CONSISTENTLY PROVIDED. 2. USE UNIONS, FLANGES, AND COUPLINGS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS CONNECTIONS. DO NOT USE DIRECT WELDED OR THREADED CONNECTIONS TO VALVES, EQUIPMENT, OR OTHER APPARATUS. 3. USE NON -CONDUCTING DIELECTRIC CONNECTIONS WHENEVER JOINING DISSIMILAR METALS IN OPEN SYSTEMS. 4. PROVIDE PIPE HANGERS AND SUPPORTS IN ACCORDANCE WITH ASTM B31.9 OR MSS SP69 UNLESS INDICATED OTHERWISE. 5. USE ONLY BUTTERFLY VALVES IN CHILLED AND CONDENSER WATER SYSTEMS FOR ISOLATION SERVICE. VALVES SHALL BE MANUFACTURED BY APOLLO OR EQUIVALENT, SHALL BE RATED FOR 125 PSIG WORKING PRESSURE AND SHALL BE PROVIDED WITH HAND WHEEL OPERATORS. 6. USE 3/41NCH 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 REQUIREMENTS 1. 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 PIPING 1. 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 PIPING 1. 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 PIPE 1. 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. ALL ELBOWS 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 BPVC SECTION IX). b. WROUGHT -STEEL FITTINGS: ASTM A234 GRADE B FITTINGS BUTT WELDED IN ACCORDANCE WITH 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 PIPE b. PIPES ABOVE 2-1/2": STEEL G. REFRIGERANT RELIEF PIPING 1. DWV COPPER PIPE: ASTM B 306, TYPE DWV, MANUFACTURED IN THE UNITED STATES a. FITTINGS: ASME B16.22 SOLDER WROUGHT COPPER. b. JOINTS: SOLDER, LEAD FREE, ASTM B32, 95-5 TINANTIMONY, OR TIN AND SILVER, WITH MELTING RANGE 430 TO 535 DEG F OR BRAZE, AWS A5.8 BCUP SILVER/PHOSPHORUS/COPPER ALLOY WITH MELTING RANGE 1190-1480 DEG F. 7��L11�Y11�C� 'I. 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 EPDXY PAINT. SUBMIT COLOR SAMPLES FOR APPROVAL BEFORE APPLYING PAINT. I. PREPARATION 1. 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 WITH TEMPORARY PLUGS OR CAPS. 5. AFTER COMPLETION, FILL, CLEAN, AND TREAT SYSTEMS. J. INSTALLATION 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. ROUTE PIPING IN ORDERLY MANNER, PLUMB AND PARALLEL TO BUILDING STRUCTURE, AND MAINTAIN 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 FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. 10. SLOPE PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW POINTS. USE ECCENTRIC REDUCERS TO 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 DOWN CONNECTION. 15. INSTALL PERMANENT INDICATORS ON WALLS OR BRACKETS IN ACCESSIBLE AND READABLE POSITIONS. 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, PIPE SUPPORTS, AND EQUIPMENT HOUSEKEEPING PAD. ALL PAINT SHALL BE EPDXY PAINT. 18. INSTALL AND SUPPORT REFRIGERANT RELIEF PIPE TO SUPPORT ALL DYNAMIC LOADS IMPOSED BY A REFRIGERANT PURGE. K. TESTS AND ADJUSTMENTS 1. THE CONTRACTOR SHALL FURNISH LABOR, INSTRUMENTS, EQUIPMENT, AND MATERIALS REQUIRED TO PERFORM TESTS PRESCRIBED IN THE SECTIONS DESCRIBING THE VARIOUS SYSTEMS. 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 IN SCREWED FITTINGS BY REMAKING JOINTS. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. 3, WHERE REASONABLE DOUBT EXISTS AS TO A SYSTEMS ABILITY TO COMPLY WITH CONTRACT REQUIREMENTS, PERFORM ANY REASONABLE TEST REQUIRED BY THE ENGINEER. 4. USE TEST INSTRUMENTS TESTED FOR ACCURACY BY AN APPROVED LABORATORY OR BY THE INSTRUMENT MANUFACTURER AND FURNISH CERTIFICATES SHOWING DEGREE OF ACCURACY TO THE ENGINEER WHEN REQUESTED. MAKE CALIBRATION HISTORIES FOR EACH INSTRUMENT AVAILABLE FOR EXAMINATION. 5. THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR AND ALL PIPING SHALL BE PROVEN TIGHT IN THE PRESENCE OF ST, LUCIE COUNTY. THESE TESTS SHALL BE CONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY INSULATION INSTALLED PRIOR TO TESTS SHALL BE REMOVED. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED. TESTS SHALL BE AT LEAST EIGHT HOURS (8 HOURS) IN DURATION, AFTER ALL PIPING HAS BEEN PROVED TIGHT. PIPING MAY BE TESTED IN SECTIONS AS APPROVED BY ST. LUCIE COUNTY. TESTS SHALL BE AS SPECIFIED HEREIN. a. NEW CONDENSER PIPING: PIPING SHALL BE CLEANED AND FLUSHED. PIPING SHALL BE PRESSURE TESTED TO 1.5 TIMES THE MAXIMUM SYSTEM OPERATING PRESSURE AND HELD FOR EIGHT (8) HOURS. ANY NOTICEABLE REDUCTION IN PRESSURE SHALL REQUIRED RETESTING. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED FOR PRESSURE TESTING. PROVIDE FINE MESH IN NEW AND EXISTING STRAINERS TO CATCH PARTICULATE DURING FLUSHING. AFTER FLUSH IS COMPLETED, REPLACE MESH WITH STANDARD MESH. b. NEW CHILLED WATER PIPING: PIPING SHALL BE CLEANED AND FLUSHED. PIPING SHALL BE PRESSURE TESTED TO 1.5 TIMES THE MAXIMUM SYSTEM OPERATING PRESSURE AND HELD FOR EIGHT (8) HOURS. ANY NOTICEABLE REDUCTION IN PRESSURE SHALL REQUIRED RETESTING. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED FOR PRESSURE TESTING. PROVIDE FINE MESH IN NEW AND EXISTING STRAINERS TO CATCH PARTICULATE DURING FLUSHING. AFTER FLUSH IS COMPLETED, REPLACE MESH WITH STANDARD MESH. c. REFRIGERANT PIPING: PIPING SHALL BE CLEANED, DEHYDRATED AND EVACUATED. PIPING SHALL BE EVACUATED AND HELD TO LESS THAN 2.5 MM HG VACUUM FOR A PERIOD OF NOT LESS THAN 12 HOURS WITHOUT APPRECIABLE PRESSURE RISE. VACUUM SHALL THEN BE BROKEN WITH REFRIGERANT OR DRY NITROGEN AND RE -EVACUATED TO 2.5 MM HIS VACUUM FOR AN ADDITIONAL 12 HOURS. SYSTEMS SHALL THEN BE CHARGED AND PIPING TESTED (WITH HALIDE TORCH) TO ASSURE NO LEAKS. ALL PROCEDURES SHALL BE IN ACCORDANCE WITH AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. L. THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR. THESE TESTS SHALL BE CONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY INSULATION INSTALLED PRIOR TO TESTS SHALL BE REMOVED. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED. PIPING MAY BE TESTED 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 TIMES THE SYSTEM'S WORKING PRESSURE. TEST PRESSURE SHALL NOT EXCEED MAXIMUM PRESSURE 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 EXCEED 90 PERCENT OF SPECIFIED MINIMUM YIELD STRENGTH OR 1.7 TIMES "SE" VALUE IN APPENDIX A IN 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 ARE NO LEAKS. 6. PREPARE WRITTEN REPORT OF TESTING. 7. PROVIDE FINE MESH IN NEW AND EXISTING STRAINERS TO CATCH PARTICULATES DURING FLUSHING. AFTER FLUSH IS COMPLETED, REPLACE MESH WITH STANDARD MESH. 2.4 PIPING AND EQUIPMENT INSULATION A. GENERAL: 1. QUALITY ASSURANCE a. MATERIALS: FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50 OR LESS IN ACCORDANCE WITH ASTM E84, NFPA 255, AND UL 723. 2. QUALIFICATIONS a. APPLICATOR: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM THREE YEARS EXPERIENCE. 3. DELIVERY, STORAGE, AND HANDLING a. DELIVER, STORE, PROTECT AND HANDLE PRODUCTS TO SITE UNDER THE SUBMITTAL PROVISIONS OF THIS SPECIFICATION. b. DELIVER MATERIALS TO SITE IN ORIGINAL FACTORY PACKAGING, LABELED WITH MANUFACTURER'S DENSITY AND THICKNESS. c. STORE INSULATION IN ORIGINAL WRAPPING AND PROTECT FROM WEATHER AND CONSTRUCTION TRAFFIC. d. PROTECT INSULATION AGAINST DIRT, WATER, CHEMICAL, AND MECHANICAL DAMAGE. 4. ENVIRONMENTAL REQUIREMENTS a. MAINTAIN AMBIENT TEMPERATURES AND CONDITIONS REQUIRED BY MANUFACTURERS OF ADHESIVES, MASTICS, AND INSULATION CEMENTS. b. MAINTAIN TEMPERATURE DURING AND AFTER INSTALLATION FOR MINIMUM PERIOD OF 24 HOURS. 5. INSERTS AND SHIELDS: a. APPLICATION: PIPING 1 INCH DIAMETER OR LARGER. b. SHIELDS: GALVANIZED STEEL BETWEEN PIPE HANGERS OR PIPE HANGER ROLLS AND INSERTS. c. INSERT LOCATION: BETWEEN SUPPORT SHIELD AND PIPING AND UNDER THE FINISH JACKET. d. INSERT CONFIGURATION: MINIMUM 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR AS ADJOINING INSULATION; MAY BE FACTORY FABRICATED. e. INSERT MATERIAL: ASTM C640 CORK 6. FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. a. DO NOT INSULATE OVER NAMEPLATE OR ASME STAMPS. BEVEL AND SEAL INSULATION AROUND SUCH. b. INSTALL INSULATION FOR EQUIPMENT REQUIRING ACCESS FOR MAINTENANCE, REPAIR, OR CLEANING, IN SUCH A MANNER THAT IT CAN BE EASILY REMOVED AND REPLACED WITHOUT DAMAGE. c. IF CONDENSATION OCCURS ON ANY COLD SURFACE AT ANYTIME DURING THE WARRANTY PERIOD, OR BEFORE SUBSTANTIAL COMPLETION AFTER SYSTEMS ARE ACTIVATED, THE CONTRACTOR SHALL REWORK THE INSULATION UNTIL SATISFACTORY. B. INSULATION MATERIAL 1. FLEXIBLE CELLULAR ELASTOMERIC INSULATION: a. INSULATION: CLOSED -CELL, EXPANDED -RUBBER MATERIAL MEETING THE REQUIREMENTS OF ASTM C534. APPLY A VAPOR BARRIER AT ALL SEAMS AND JOINTS. "K" VALUE SHALL MEET ASTM 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. MAXIMUM FLAME 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 `A/ATER VAPOR TRANSMISSION: 0.1 PERM. PREFORMED PIPE INSULATION SHALL HAVE A FACTORY -APPLIED ALL SERVICE JACKET (ASJ). b. ADHESIVE: TWO -COMPONENT, THERMOSETTING URETHANE ADHESIVE CONTAINING NO FLAMMABLE SOLVENTS, WITH A SERVICE TEMPERATURE RANGE OF MINUS 100 TO PLUS 200 DEG F. C. FIELD -APPLIED JACKETS: JACKETS SHALL COMPLY WITH ASTM C 921, TYPE I, UNLESS OTHERWISE INDICATED. 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 ALUMINUM FOIL, WITH SELF SEALING LONGITUDINAL CLOSURE LAPS AND BUTT STRIPS, COMPLYING WITH ASTM C1136. 2. FOIL SCRIM KRAFT (FSK) JACKET: ALUMINUM -FOIL -FACE, FIBERGLASS -REINFORCED SCRIM WITH 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 AND FORMING; ADHESIVE SHALL BE AS RECOMMENDED BY JACKET MATERIAL MANUFACTURER; COLOR: SELECT COLOR SAME AS OTHER EXISTING PIPING IN THE PLANT FOR A CONSISTANT LOOK. FIELD FABRICATE FITTING COVERS ONLY IF FACTORY -FABRICATED FITTING COVERS ARE NOT AVAILABLE. D. INSULATION SCHEDULE 1. CONDENSATE PIPING a. FLEXIBLE ELASTOMERIC: MINIMUM 1 INCH THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. 2. REFRIGERANT PIPING a. FLEXIBLE ELASTOMERIC: MINIMUM 1 INCH THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. b. CELLULAR GLASS: MINIMUM 1-1/2 INCHES THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. 3. CHILLED WATER PIPE 2 INCHES AND SMALLER a. FLEXIBLE ELASTOMERIC - MINIMUM 1-1/2 INCH THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. b. CELLULAR GLASS - MINIMUM 1-1/2 INCHES THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. 4. CHILLED WATER PIPE ABOVE 2 INCHES a. CELLULAR GLASS - MINIMUM 2 INCHES THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. 5. PIPE APPURTENANCES AND EQUIPMENT CONVEYING OR STORING CHILLED WATER. a. FLEXIBLE ELASTOMERIC - MINIMUM 1-1/2 INCH THICK BUT OF SUFFICIENT THICKNESS TO PREVENT CONDENSATION. 6. CHILLER SURFACES BELOW AMBIENT a. FLEXIBLE ELASTOMERIC - MINIMUM 2 INCH THICK, MULTIPLE LAYERS AS REQUIRED TO PREVENT CONDENSATION. E. JACKET SCHEDULE 1. CONDENSATE PIPING a. INTERIOR EXPOSED: ALUMINUM 2. REFRIGERANT PIPING a. INTERIOR EXPOSED: ALUMINUM 3. CHILLED WATER PIPE a. INTERIOR EXPOSED: PAINTED TO MATCH EXISTING. F. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF INSULATION APPLICATION. VERIFY THAT SYSTEMS TO BE INSULATED HAVE BEEN TESTED AND ARE FREE OF DEFECTS. VERIFY THAT SURFACES TO BE INSULATED ARE CLEAN AND DRY. PROCEED WITH 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 REQUIREMENTS LO'BRIEN expect a difference 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO.6106 o GARY A. W ILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 0 JEFF A, KIRKMAN, P.E. 65629 0 ADAM S. LEVINE, P.E. 77010 VICTOR M. DIAZ, P.E. 56919 21-04404 . �4aI�+A111(11 41Ae®4, N....�/? "0. 0"}? STATE OF 16. 0 m w Of •J U_ LL 4 2 O J - W _j a� _ C)Q Q a ® w z ZD O U U OW w _ U J J_ Z) J U U) N O It 7 N d C o � c C + .. d 0 o 0 U Y a M 1. INSTALL INSULATION MATERIALS, ACCESSORIES, AND FINISHES WITH SMOOTH, STRAIGHT, AND EVEN SURFACES; FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING INCLUDING FITTINGS, VALVES, AND SPECIALTIES. 2. INSTALL INSULATION MATERIALS, FORMS, VAPOR BARRIERS OR RETARDERS, JACKETS, AND THICKNESSES REQUIRED FOR EACH ITEM OF PIPE SYSTEM AS SPECIFIED 3. INSTALL ACCESSORIES COMPATIBLE WITH INSULATION MATERIALS AND SUITABLE FOR THE SERVICE. INSTALL ACCESSORIES THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACK INSULATION 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, AND SPECIALTIES. 7. KEEP INSULATION MATERIALS DRY DURING APPLICATION AND FINISHING. 8. INSTALL INSULATION WITH TIGHT LONGITUDINAL SEAMS AND END JOINTS. BOND SEAMS AND JOINTS 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 ANCHOR ATTACHMENTS. b. EXTEND INSULATION ON ANCHOR LEGS FROM POINT OF ATTACHMENT TO SUPPORTED ITEM TO POINT OF ATTACHMENT TO STRUCTURE. TAPER AND SEAL ENDS AT ATTACHMENT TO STRUCTURE WITH VAPOR -BARRIER MASTIC. c. INSTALL INSERT MATERIALS AND INSTALL INSULATION TO TIGHTLY JOIN THE INSERT. SEAL INSULATION TO INSULATION INSERTS WITH ADHESIVE OR SEALING COMPOUND RECOMMENDED BY INSULATION MATERIAL MANUFACTURER. d. COVER INSERTS WITH JACKET MATERIAL MATCHING ADJACENT PIPE INSULATION. INSTALL SHIELDS OVER JACKET, ARRANGED TO PROTECT JACKET FROM TEAR OR PUNCTURE BY HANGER, SUPPORT, AND SHIELD. 11. APPLY ADHESIVES, MASTICS, AND SEALANTS AT MANUFACTURER'S RECOMMENDED COVERAGE 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 AS INSULATION JACKET. SECURE STRIPS WITH ADHESIVE AND OUTWARD CLINCHING STAPLES ALONG BOTH EDGES OF STRIP, SPACED 4 INCHES O.C. c. OVERLAP JACKET LONGITUDINAL SEAMS AT LEAST 1-1/2 INCHES. INSTALL INSULATION WITH LONGITUDINAL SEAMS AT BOTTOM OF PIPE. CLEAN AND DRY SURFACE TO RECEIVE SELF-SEALING LAP. STAPLE LAPS WITH OUTWARD CLINCHING STAPLES ALONG EDGE AT 2 INCHES O.C. (1.) FOR BELOW -AMBIENT SERVICES, APPLY VAPOR -BARRIER MASTIC OVER STAPLES. d. COVER JOINTS AND SEAMS WITH TAPE, ACCORDING TO INSULATION MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS, TO MAINTAIN VAPOR SEAL. e. APPLY VAPOR -BARRIER MASTIC ON SEAMS AND JOINTS AND AT ENDS ADJACENT TO PIPE FLANGES AND FITTINGS. 13. CUT INSULATION IN A MANNER TO AVOID COMPRESSING INSULATION MORE THAN 75 PERCENT OF ITS NOMINAL THICKNESS, 14. FINISH INSTALLATION WITH SYSTEMS AT OPERATING CONDITIONS. REPAIR JOINT SEPARATIONS AND CRACKING DUE TO THERMAL MOVEMENT. 15. REPAIR DAMAGED INSULATION FACINGS BY APPLYING SAME FACING MATERIAL OVER DAMAGED AREAS. EXTEND PATCHES AT LEAST 4 INCHES BEYOND DAMAGED AREAS. ADHERE, STAPLE, AND SEAL PATCHES SIMILAR TO BUTT JOINTS. 3. PRESSURE -ELEMENT ASSEMBLY SHALL BE BOURDON TUBE, WITH A BRASS PRESSURE CONNECTION, NPS 114, BOTTOM -OUTLET TYPE. 4. MOVEMENT SHALL BE MECHANICAL, WITH LINK TO PRESSURE ELEMENT AND CONNECTION TO POINTER. 5. DIAL SHALL BE SATIN -FACED, NONREFLECTIVE ALUMINUM WITH PERMANENTLY ETCHED SCALE MARKINGS. 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 -STEEL BALL TYPE WITH NIPS 1/4 COIL OF BRASS TUBING WITH THREADED RODS FOR SYPHONS. 11. SNUBBERS SHALL MEET ASME B40.5, SHALL BE NIPS 1/4 BRASS BUSHING WITH CORROSION -RESISTANT, POROUS -METAL DISC OF MATERIAL SUITABLE FOR SYSTEM FLUID AND WORKING PRESSURE. 12. PRESSURE GAUGE SHALL BE AS MANUFACTURED BY WEISS, MILJOCO OR TRERICE OR FROM ADDITIONAL MANUFACTURERS OFFERING EQUIVALENT PRODUCTS MEETING THE REQUIREMENTS LISTED ABOVE. C. THERMOWELLS 1. THERMOWELLS SHALL BE PRESSURE -TIGHT, SOCKET -TYPE BRASS FITTING MADE FOR INSERTION INTO PIPING AND OF TYPE, DIAMETER, AND LENGTH REQUIRED TO HOLD THERMOMETER. THERMOWELL MANUFACTURER SHALL BE THE SAME MANUFACTURER AS THE THERMOMETER. )ALAS ®IDRIEN expect a difference 3501 Quadrangle Boulevard, Suite 100 Orlando, Florlda 32817 (407) 380-0400 CERT. OF AUTH. NO.6106 GARY A. WILKERSON. P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 o JEFF A. KIRKMAN, P.E. 65629 o ADAM S. LEVINE, P.E. 77010 o VICTOR M. DIAZ, P.E. 55919 21-04404 41j=E3CdE,,% I. GENERAL PIPE INSULATION INSTALLATION o 1. INSULATION INSTALLATION ON FITTINGS, VALVES, FLANGES, AND UNIONS: a. INSTALL INSULATION OVER FITTINGS, VALVES, FLANGES, UNIONS, AND OTHER SPECIALTIES WITH CONTINUOUS THERMAL AND VAPOR -RETARDER INTEGRITY UNLESS OTHERWISE INDICATED. b. INSULATE PIPE ELBOWS USING PREFORMED FITTING INSULATION OR MITERED FITTINGS MADE FROM SAME MATERIAL AND DENSITY AS ADJACENT PIPE INSULATION. EACH PIECE SHALL BE BUTTED TIGHTLY AGAINST ADJOINING PIECE AND BONDED WITH ADHESIVE. FILL JOINTS, SEAMS, VOIDS, AND IRREGULAR SURFACES WITH INSULATING CEMENT FINISHED TO A SMOOTH, HARD, AND UNIFORM CONTOUR THAT IS UNIFORM WITH ADJOINING PIPE INSULATION. c. INSULATE TEE FITTINGS WITH PREFORMED FITTING INSULATION OR SECTIONAL PIPE Z 0 INSULATION OF SAME MATERIAL AND THICKNESS AS USED FOR ADJACENT PIPE. CUT n S SECTIONAL PIPE INSULATION TO FIT. BUTT EACH SECTION CLOSELY TO THE NEXT AND HOLD LU IN PLACE WITH TIE WIRE. BOND PIECES WITH ADHESIVE. d. INSULATE VALVES USING PREFORMED FITTING INSULATION OR SECTIONAL PIPE INSULATION OF SAME MATERIAL, DENSITY, AND THICKNESS AS USED FOR ADJACENT PIPE. OVERLAP ADJOINING PIPE INSULATION BY NOT LESS THAN TWO TIMES THE THICKNESS OF PIPE INSULATION, OR ONE PIPE DIAMETER, WHICHEVER IS THICKER. FOR VALVES, INSULATE UP TO AND INCLUDING THE BONNETS, VALVE STUFFING -BOX STUDS, BOLTS, AND NUTS. FILL JOINTS, SEAMS, AND IRREGULAR SURFACES WITH INSULATING CEMENT. e. INSULATE FLANGES AND UNIONS USING A SECTION OF OVERSIZED PREFORMED PIPE INSULATION. OVERLAP ADJOINING PIPE INSULATION BY NOT LESS THAN TWO TIMES THE THICKNESS OF PIPE INSULATION, OR ONE PIPE DIAMETER, WHICHEVER IS THICKER. f. COVER SEGMENTED INSULATED SURFACES WITH A LAYER OF FINISHING CEMENT AND COAT WITH A MASTIC. INSTALL VAPOR -BARRIER MASTIC FOR BELOW -AMBIENT SERVICES AND A BREATHER MASTIC FOR ABOVE -AMBIENT SERVICES. REINFORCE THE MASTIC WITH FABRIC -REINFORCING MESH. TROWEL THE MASTIC TO A SMOOTH AND WELL -SHAPED J CONTOUR. 2. INSULATE INSTRUMENT CONNECTIONS FOR THERMOMETERS, PRESSURE GAGES, PRESSURE TEMPERATURE TAPS, TEST CONNECTIONS, FLOW METERS, SENSORS, SWITCHES, AND TRANSMITTERS ON INSULATED PIPES. SHAPE INSULATION AT THESE CONNECTIONS BY U TAPERING IT TO AND AROUND THE CONNECTION WITH INSULATING CEMENT AND FINISH WITH FINISHING CEMENT, MASTIC, AND FLASHING SEALANT. w K. FIELD -APPLIED JACKET INSTALLATION 1. WHERE FSK JACKETS ARE INDICATED, INSTALL AS FOLLOWS: J I a. DRAW JACKET MATERIAL SMOOTH AND TIGHT. w b. INSTALL LAP OR JOINT STRIPS WITH SAME MATERIAL AS JACKET. = Q U 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 JOINT 0 STRIPS AT END JOINTS. e. SEAL OPENINGS, PUNCTURES, AND BREAKS IN VAPOR -RETARDER JACKETS AND EXPOSED INSULATION WITH W ® W VAPOR -BARRIER MASTIC. C N 2. WHERE PVC JACKETS ARE INDICATED, INSTALL WITH 1 INCH OVERLAP AT LONGITUDINAL cj� LL SEAMS AND END JOINTS; FOR HORIZONTAL APPLICATIONS. SEAL WITH MANUFACTURER'S G RECOMMENDED ADHESIVE. a. APPLY TWO CONTINUOUS BEADS OF ADHESIVE TO SEAMS AND JOINTS, ONE BEAD UNDER U LAP AND THE FINISH BEAD ALONG SEAM AND JOINT EDGE. ly Z N® L 1_ J 2.5 PIPING APPURTENANCES O � A. THERMOMETERS 1. THERMOMETER SHALL BE METAL -CASE, LIQUID -IN -GLASS THERMOMETER TYPE. U 2. CASE SHALL BE DIE-CAST ALUMINUM 9-INCHES IN LENGTH, TUBE SHALL BE BLUE ORGANIC -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 180 DEGREES IN THE VERTICAL PLANE, 360 DEGREES IN THE HORIZONTAL PLANE WITH LOCKING V DEVICE. 4. STEM SHALL BE BRASS FOR THERMOWELL INSTALLATION AND OF LENGTH SUITABLE FOR PIPE DIAMETER IN WHICH IT WILL BE INSTALLED. 5. ACCURACY SHALL BE PLUS OR MINUS 1 PERCENT OF RANGE OR PLUS OR MINUS 1 SCALE o DIVISION TO MAXIMUM OF 1.5 PERCENT OF RANGE. SELECT RANGE SO OPERATING POINT IS MID -POINT OF RANGE. 6. THERMOMETER SHALL BE AS MANUFACTURED BY WEISS, MILJOCO OR TRERICE OR FROM 1 ' ' ADDITIONAL MANUFACTURERS OFFERING EQUIVALENT PRODUCTS MEETING THE W REQUIREMENTS LISTED ABOVE. S. PRESSURE GAUGES ♦ /) 1. PRESSURE GAUGE SHALL BE DIRECT -MOUNTING DIAL TYPE PRESSURE GAUGE COMPLYING v WITH ASME B40.100. N 0 2. CASE SHALL BE LIQUID -FILLED TYPE, 304 STAINLESS STEEL CASE, 2-1/24NCH DIAMETER. N It of � p� N N `B J , O C d C 0 ++ O to O LL O U W __J U Y 0 W Y U W U LL 0 1n GENERAL ELECTRICAL NOTES FOR: SLC ROCK ROAD JAIL CHILLER #3 REPLACEMENT DATE: 2/14/2022 1) ALL 120V, 20A CIRCUIT HOMERUNS OVER 50FT. SHALL BE #10 OU. MINIMLM, UNLESS NOTED OTHERWISE 2) ALL 120V, 20A CIRCUIT HOMERUNS OVER 150FT. SHALL BE. #8 CU. MINIMUM, UNLESS NOTED OTHERWISE, 3) ALL 277V, 20A CIRCUIT HOMERUNS OVER 150FT. SHALL BE #10 CU.. MINIMUM, UNLESS NOTED OTHERWISE. 4) ALL BRANCH CIRCUIT CONDUCTORS WILL BE SIZED PER NEC MINIMUM, THE MINIMUM ALLOWABLE BRA N CH CIRCUff CONDUCTOR SIZ E IS #12 A WG CODER. INCREASE CONDUCTOR SIZE FOR APPLICATION PER NEC AND AS NOTED ON THE PLANS, 5) CONDUCTOR SIZES INDICATED ON CIRCUIT HOMERUNS OR IN SCHEDULES SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE. CIRCUIT UNLESS OTHEll NOTED ON THE DRA WINGS. 6) UPTO THREE PHASE CONDUCTORS, CORRESPONDING SWITCHLEGS AND NEUTRALS ARE ALLOWED IN THE SAME RACEWAY UNLESS INDICATED OTHERWISE ON THE DRAWING", DO NOT COMBINE HOMERUNS. 7) PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDERS AND BRANCH CIRCUITS. 8) VERIFY EXACT LOCATION OF ALL MECHANICALEQUIPMENT WTTHMECHANICAL INSTALLER PRIOR TO ROUGH-N. 9) ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRINGS IN THEM. 10) THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY PRODUCT, INSULATION, COMPOUNDOF MATERIAL CONTAINING OR INCORPORATING ASBESTOS OR FCB, IS PROHIBITED, THE REQUIREMENTS OF THIS SPECIFICATION FORA COMPLETEAND PROPERLY OPERATING ELECTRICAL SY STEM SHALL BE MET WITHOUT THE USE OF ASBESTOS OR PCB. 11) VISIT THE EXISTING FACILITY AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO A S TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED A:. EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 12) CONTRACTOR SHALL INCLUDE INHIS BID THE TRANSPORTANODISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE NCE WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. 131 EXISTING CONDITIONS AND UTILITIES INDICATED ARE TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS. AND FIELD INVESTIGATIONS. RISTO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND(OR. BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTIONANDAS DIRECTED BY THE ARCHITECUENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED A PART OF THIS CONTRACT. IT LS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE THIS CONTRACTOR IS TO FIELD V ERIFY DIMENSIONS OF A LL SITE UTILITIES; ETC., PRIOR TO BID AND INCLUDEANY DEVIATIONS IN THE CONTRACT. 14) LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE 15) REMOVE. EXISTING POWER LIGHTING, SYSTEMS MATERIALS AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. REINSTALLANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALSANO EQUIPMENT WHICH A RE REQUIRED TO REMAIN ACTNE FOR THE FAGLTTY TO BE FULLY FUNCTIONA L. 16) ALL ITEMS REMOVED AND NOT REUSED SHALL BE TURNED OVER TO OWNER DISCARD COMPLETE ITEMS WHICH OWNER ELECTS TO REFUSE. 17) PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURNG CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN S UCH OPERATIONS AND USE APPROPRIATE PERSONNEL PROTECTION EQUIPMENT. FOLLOW ALL. SAFETY PROCEDURES INCLUDED IN NFPA 70E 18) REMOVE EXPOSED ABANDONED CONDUIT,, INCLUDING ASA NDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. 19) CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT WHICH REMAIN OR ARE TO BE REUSED, 20) PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FORVACANfPOSITIONS. PROVIDE TYPEDCIRCUTTDIRECTORY SHOWING REVISED CIRCUITING A RRANGEMENT. 21) ALL NEW CIRCUIT BREAKERS WITHIN EACH EXISTING PANELBOARD SHALL BE THE SAME MANUFACTURER TYPE STY LE ANDA.I.C. RATING OF EXISTING PANELBOARD. 221 SCREENED ELECTRICAL INDICATES EXISTING TO REMAIN ACTIVE, UNLESS NOTED �THffiWISE .23) C4RCUl AND PANELS SHOWN ARE TAKEN FROM EXISTING CONSTRUCTION DRAWINGS, VARIOUS SURVEYS, AND FIELD INVESTIGATIONS OF READILY OBSERVABLE CONDITIONS. IT IS UNDERSTOOD THAT THE INSTALLED (CONCEALED) CIRCUITING MAY DIFFER FROM THE CONDITIONS SHOWN, THE ELECTRICAL CONTRACTOR SHALL TRACE ALL EXISTING CIRCUITS IN EXISTING PANELS ASSOCIATED WITH THIS SCOPE OF WOW AND UPDATE THE EXISTING PANEL SCHEDULERS NEEDED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 24) WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE RECORD DRAWINGS OF THE A C'TUA L INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER INCLUDING: 1 A SINGLE LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRUBUTION SYSTEM. 2 FLOOR PLA NS INDICATING LOCATION AND AREA SERVED FORA ILL ELECTRICAL DISTRIBUTION: 25) AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE: BUILDING OWNER INCLUDING: 1 SUBMITTAL DATA STATING EQUIPMENT RATING ANDSELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MA INTENA NCE 2 OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE REQUIRED MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED 3 NAMES ANDADDRESSESOFATLEAST ONE QUALIFIED SERVICE AGENCY FOR EQUIPMENT. POWER DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. a, f G GFI DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. a, f ® SPECIAL PURPOSE RECEPTACLE, AS NOTED ON PLANS, WITH FLUSH WALL OUTLET BOX. a , f SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE, WALL MTD. OR MTD. TO CEILING/STRUCTURE AS INDICATED. e, f, h, i MOTOR, AS NOTED. j Cj DISCONNECT SWITCH, REFER TO EQUIPMENT FEEDER SCHEDULE FOR REQUIREMENTS (I.E. SIZE, FUSED, NON -FUSED, ETC.) h l ® MAGNETIC MOTOR STARTER OR CONTACTOR, AS NOTED, h, j VFD VARIABLE FREQUENCY DRIVE, COORDINATE WITH DIVISION 23. h, j M❑,v r r 120V CONNECTION TO MOTORIZED DAMPER, COORDINATE WITH DIVISION 23. © CONTROL Al POWER EQUIPMENT CONNECTION. j 5-.--�-4 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED h, j S^�—S 277/480V BRANCH CIRCUIT PANELBOARD h, j TRANSFORMER, PAD MOUNTED (PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR ALL INDOOR APPLICATIONS.) j Q ENCLOSED MOLDED CASE CIRCUIT BREAKER IN NEMA 1 ENCLOSURE h, j SPD SURGE PROTECTION DEVICE BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. MINIMUM TWO CONDUCTORS PLUS GROUND. REFER TO SPECIFICATIONS AND EQUIPMENT FEEDER SCHEDULE FOR CONDUCTOR REQUIREMENTS. ARROWS INDICATE CIRCUIT CONNECTIONS AND HOMERUNS TO PANEL AS INDICATED ON PLANS. TYPICAL FOR ALL RACEWAY TYPES, U.O.N. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND BRANCH CIRCUIT CONDUIT EXPOSED IG ISOLATED POWER SYSTEM CONDUIT, CONCEALED WITH INSULATED ISOLATED GROUNDING CONDUCTOR IN ADDITION TO EQUIPMENT GROUND CONDUCTOR. /LV\ LOW VOLTAGE CONTROL WIRING AND CONDUIT, CONCEALED CONDUIT CONTINUED --� ] CONDUIT CAPPED OFF CONDUIT RUN UP — o CONDUIT RUN DOWN i GROUND OR GROUND ROD AS NOTED —�11 TT GROUND BUS BAR 0 CONTROL PANEL, AS NOTED. n SYMBOL LEGEND NOTES: 1. THE COLOR OF ALL DEVICES SHALL MATCH EXISTING, COVER PLATES SHALL BE NYLON, UNLESS OTHERWISE NOTED. 2. SCREENED ELECTRICAL ITEM DENOTES EXISTING. 3. "1 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 THE DIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT UNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE EXACT HEIGHT AND LOCATION OF ALL FIXTURES, OUTLETS, AND EQUIPMENT WITH ALL DOCUMENTS 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. B. 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 FLOOR 12. ELECTRICAL CONTRACTOR TO PROVIDE PULL STRINGS IN ALL CONDUIT(S). REMARKS: a. MOUNTED 16" ABOVE FINISHED FLOOR TO THE BOTTOM. I 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. I PROVIDE KINDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOR EXTERIOR APPLICATIONS. I. WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. j. MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH -IN TO MAINTAIN CLEARANCES. k. "NL" INDIC ATES FIXTURE CONNECTED AHEAD OF ALL SWITCHES FOR 24 HOUR NIGHTLIGHT OPERATION, I. 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. SALASO'BRIEN expect a difference 3501 Quadrangle Boulevard, Sulte 100 Orlando, Florida 32617 (407)380-0400 CERT. OF AUTH. NO. 6106 o GARY A. W ILKERSON, P.E. 43167 • KYLE J. CARTIER, P.E. 53269 o JEFF A. KIRKMAN, P.E. 65629 ■ ADAM S. LEVINE, P.E. 77010 o VICTOR M. DIAZ, P.E. 55919 21-04404 \�, 111111I1/�1 / 1C:EN i N . p7,�010 �0�. STATE OF �AU ORIOp`. ORS Sao®�p�' U W eeeeej Uj I 0 Z 0 Z rW V W .j J O M 5W r� v / N .0- O It O I N N -I z G Uj LU �/ L.1_ ct i LL� 1— 0 U LU C) W N 0 `.L w U O C 0 PNI_ �fr I D3 II \ i i CH-1 Y — E:XIST, PNL DP &yH I I ht j I I I I I I I I Itl � I I 111 I I I I I I I I I I � I I I I I It I I EXIST. D2 it PNL RF 1, I 'EXIST. L- —jXFMR T-RP D5 It I J AS-1 r-_r' ti=r' 1 I I mm CHWPP-3 ul-3 SChfYVPv1, SCFiWF'-7, ROCK ROAD JAIL DEMO FLOOR PLAN - ELECTRICAL 1 /4"=1'-0" GENERAL NOTES 1. THE OBJECTIVE OF THIS PROJECT IS TO REPLACE EXISTING CH-1 WITH NEW CHILLER, REMOVAL OF EXISTING CHILLER AND ASSOCIATED 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 - DEMO Di REMOVE EXISTING CONDUCTORS IN UNDERGROUND CHILLER FEEDER. REMOVE EXISTING CONDUIT TO GROUND LEVEL ON EACH END, SEAL CONDUIT ENDS AND PATCH CONCRETE AS REQUIRED. D2 REMOVE EXISTING CONDUCTORS FROM PANEL -RP- TO CH-1 TO FACILITATE REMOVAL OF CHILLER BY MECHANICAL CONTRACTOR. REMOVE EXISTING CONDUIT TO GROUND LEVEL ON EACH END. SEAL CONDUIT ENDS AND PATCH CONCRETE AS REQUIRED. D3 DISCONNECT ALL POWER CONDUCTORS, CONTROL, AND COMMUNICATION TO EXISTING CHILLER TO FACILITATE REMOVAL BY DIVISION 23 CONTRACTOR. D4 DISCONNECT CH-1 CONDUCTORS FROM CIRCUIT BREAKER IN PANEL. MARK CIRCUIT BREAKER FOR REUSE DURING RENOVATION. D5 EXISTING TRANSFORMER'T-RP' TO BE RELOCATED. DEENERGIZE AND DISCONNECT ALL CONDUIT AND WIRES FROM TRANSFORMER. PROTECT TRANSFORMER FROM DAMAGE, TRANSFORMER SHALL BE REINSTALLED DURING RENOVATION. MAINTAIN EXISTING CONDUIT AND WIRES FOR EXTENSION DURING RENOVATION. REFER TO NEW POWER FLOOR PLAN ON SHEET E-2 FOR FINAL LOCATION. COORDINATE TRANSFORMER DEENERGIZATION WITH OWNER MINIMUM 72 HOURS PRIOR TO COMMENCING WORK. GRAPHIC SCALE 1 /4"=1'-0" 0' 1' 2' 4' ALAS O'BRIEN expect a difference I 3501 Quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO. 6106 • GARY A. WILKERSON, P.E. 43167 o KYLE J. CARTIER, P.E. 53269 O JEFF A. KIRKMAN, P.E. 65629 ■ ADAM S. LEVINE, P.E. 77010 O VICTOR M. DIAZ, P.E. 55919 21-04404 n1\Ill lllf�� , V,, i.9GE1V 8F No. 77010 STATE OF 4V 'ry i c:-. COR1OP`. �t®NAL11E� Q U) Q 0 w Y U w 2 U w O in o 5 w Q o! o U LW eeeeeej W ' ~ Q z Q -J 2 W 0 J J < U �-�- p a LL 0 0 Y�0 U W J or J U LL J J Z U 0 U) 0 5 W N o SZI g � o I � NN o Lauo 0 c 0 � L GENERAL NOTES 1. COORDINATE ALL WORK WITH DIVISION 23 CONTRACTOR. EX IS I' PNI_ C.-ISi; [-X. ST. PNI.. OF; PM, HP JEXIST. XFMR T-RP CH-2, NEW 3 CH-1 O Ns mm =ix CHWP•3 CHWP-2 CWPn1 Rl -- ROCK ROAD JAIL NEW FLOOR PLAN - ELECTRICAL 114 = I -U mm S HWP-1, SCIHWF-2-2 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL CONTROL CONDUITS AND CONDUCTORS. 3. COORDINATE ALL EQUIPMENT CLEARANCE REQUIREMENTS WITH DIVISION 23 CONTRACTOR PRIOR TO ROUGH -IN. REFERENCE NOTES - NEW O PROVIDE NEW OVERHEAD FEEDER TO NEW CH-1. REFER TO EQUIPMENT FEEDER SCHEDULE FOR CONDUIT AND CONDUCTOR SIZE. 20 CONNECT NEW FEEDER CONDUCTORS TO EXISTING 450A CIRCUIT BREAKER IN PANEL. REFER TO EQUIPMENT FEEDER SCHEDULE FOR CONDUIT AND CONDUCTOR SIZE. O COMPLETE CONNECTION OF NEW FEEDER TO NEW CH-1 AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR FOR STARTUP OF CHILLER. ® PROVIDE LIQUIDTIGHT FLEXIBLE METAL CONDUIT FROM END OF FEEDER CONDUIT TO CHILLER CONNECTION BOX. O ENSURE THAT CHILLER FRAME IS GROUNDED AND BONDED PER MANUFACTURER'S RECOMMENDATIONS. ADD BOND CONNECTION TO BUILDING STEEL OR GROUND ROD IF INSTALLATION REQUIRES. © EXISTING TRANSFORMER'T-RP' TO BE RELOCATED 24" PLAN SOUTH OF EXISTING LOCATION. EXTEND/REWORK EXISTING CONDUITS AND WIRES THAT WERE DISCONNECTED DURING RENOVATION TO NEW LOCATION OF TRANSFORMER. COORDINATE FINAL LOCATION IN RELATION TO NEW CHILLER CLEARANCES WITH MECHANICAL INSTALLER PRIOR TO ROUGH -IN. PROVIDE NEW 4" CONCRETE HOUSEKEEPING PAD. ENSURE TRANSFORMER ENCLOSURE IS GROUNDED AND BONDED PER NEC REQUIREMENTS, ADD BOND CONNECTION TO BUILDING STEEL OR GROUND ROD IF INSTALLATION REQUIRES. O PROVIDE ALL CONDUIT REQUIRED FOR CONTROLS CONNECTIONS, COORDINATE WITH CONTROLS INSTALLER FOR SPECIFIC ROUTING REQUIREMENTS. GRAPHIC SCALE 0' V 2' 4' AL O'BRIEN expect a difference I 3501 quadrangle Boulevard, Suite 100 Orlando, Florida 32817 (407)380-0400 CERT. OF AUTH. NO. 6106 • GARV A. WILKERSON, P.E. 43167 o KYLE J. CARTIER, P.E. 53269 ❑ JEFF A. KIRKMAN, P.E. 65629 ■ ADAM S. LEVINE, P.E. 77010 • VICTOR M. DIAZ, P.E. 55919 21-04404 �Liho-10 STATE OF !/49/� pGORIOP'.N�'r2�� ' 'i �OIVALI E \0\ Ld Q J Q LU w Y U w 2 U w 0 Z a N 5 w 0 0 U �a w CU J2o Uj LL .J Q W 0 z w D Z U UO J w v ^ J � LL U ~ U) O .j LL 3: Z N O O N ' N CV o 0 c 1 1 1 ■ . ■ � O c 0 I U1 4 u 9 DIVISION 26 - ELECTRICAL SPECS FOR: SLC ROCK ROAD JAIL CHILLER #1 REPLACEMENT DATE: 2/14/2022 260500 BASIC ELECTRICAL REQUIREMENTS A) ALL WORK ANDEQUIPMENT UNDER THIS DIVISION SHALL BE IN STRICT COMPL14NCE WITHTFIE APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STA NDA RIDS: 1, LIFE SAFETYCODE -NFPA101. 2 UNDERWRITERS LABORATORIES, INC. PUBLICATIONS 3. NATK3NALFIRE PROTECTION ASSOCIATION (NFPA) 4. AMERICANNATONIALSTANDARIDS INSTITUTE (ANSI) 5, NATION4 L ELECTRICA L CODE - NFPA 70 - 2017 EDITION 6, .INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 7, NATIONALELECTRICALMANJFACTUFERSASSOCIATION(NEMA) S. INTERNATION4L POWER CABLE ENGINEER'S ASSOCIATION (IPECAC) 9. NATIONAL ELECTRCALSAFETY CODE 10, REQUIREMENTS OF LOCAL POWER CORPORATION 11. AMERICANS WITH DISABILITIES ACT (ADA). 12, FLORIDA BUILDING CODE- 7th EDITION 13. LOCAL CITY AND COUNTY CODES B) ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS ANDSHALL BE ETHER ILL LABELED, UL USTEDOR BEAR THE SEA L OF A NATIONALLY RECOGNIZED ELECTRICAL TESTING LABORATORY. C) THE WORK: REQUIRED UNCERTHS DIVISION SHALL INCLUDE ALL MIATERIA, LS, LABOR AND AUXILIARIES REQUIRED TOINSTAILL A COMPLETEANDPROPERLY OPERATING ELECTRICAL SYSTEM. D) THE CONTRACTOR SHALL FURNISH, PERFORM, OR PROVIDEALL LABOR INCLUDING PLANNING, PURCHASING, TRANSPORTING, STORING, INSTALLING, TESTING, CLFM G AND PATCHING, TRENCHING, EXCAVATING, BACKFILLING, COORDINATION, FIELD VERIFICATION; EQUIPMENT (INSTALLATION AND SAFETY), SUPPLIES, AND MATERIALS NECESSARY FORTHEOORRECTINSTALLATIONOFCOMPLEfEELECTRCALSYSTBVLS(AS DESCRIBED OR IMPLIED BY THESE SPECIFICATIONS AND THE A PPLICA.BLE DRAWINGS) IN STRICTACCORDANCIEWITHAPPLICABLE CODES, WHICH MAY NOT BE REPEATED IN THESE SPECIFICATIONS, BUT ARE EXPECTED TO BE COMMON KNOWLEDGE OF QUALIFIED BIDDERS, E) THE CONTRACTOR SHALL PROVIDE A SYSTEMSWARRANTY TO THE OWNER WHICH SHALL COVER HIS WORK FORA PERIOD OF ONEY EA R FROM THE DATE OF SUBSTAN nA L COMPLETION. WHERE ITEMS OF EQUIPMENT OR MATERIALS CARRY A MANUFACTURER'S WARRANTY FORANTY PERIOD IN EXCESS OF TWELVE(12) MONTHS, THEN THE MANUFACTURERS WARRANTY SHA.LLAPPLY FOR THAT PARTICULAR FIECEOF EQUIPMENT OF MATERIAL. F) THE SPEOFICATIONIS (DIVISION 26) AND CONTRACT DOCUMENTS REFERS TO WOW REQUIRED IN ADDITION TO (OR ABOVE) THE MINIMUM REQUIREMENTS OF THE NBC AND APPLICABLE LOCAL CODES. ALL WORK SHALL COMPLY WTH ALL APPLICABLE OODES AS. A MNMUM A ND WITH THE A DDTTONAL REQUIREMENTS CALLED FOR IN THESE CONTRACT DOCUMENTS (PLANS AND SPECS). G) SPECIALREQUIREMENTS: SLBMTT(3) COPIES OFTECHNICAL INFORMATIONONALL EQUIPMEM Pt BINDER INICLU13NG ALL DISTRIBUTION EQUIPMENT, CONTROL PANELS AND SPECIAL SYSTEMS. MARK UP PRINTS OF THE DESIGN DRAWN 3S WITH RED PENCIL SHOWING AN AOCURATE "AS -BUILT" RECORD OF THE ENTIRE SYSTEM). TEST EACH ITEM OFEQUIPMENT. GIVE THE OWNER INSTRUCTION IN THE OPERATION OF THE SYSTEIA 260519 BUILDING WIRE AND CABLE A) ALL BRANCH CIRCUITS SHALL BE COPPER WITH THWNINSULATION MINIMUM SIZE #12AWG: - B) FEEDERS AND SUBFEEDERSSHALL BETIMMCOPPER C) COLOR CODING SHALL COMPLY N9THTFEAPPLICABLE NATIONAL ELECTRICAL CODE FOR GROUNDED CONDUCTORS. PHASE CONDUCTORS SHALL BE BLACK, RID, BLUE FOR 12V208V SYSTEMS AND BROVA, ORANGE, Y BILLOW FOR 2771480V BY STEMS. D) ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PROVIDED WITH AN EQUIPMENT GROLNDINIG CONDUCTOR E) 84TERORLOCATONS: ALL (NON -ELECTRONIC SYSTEMS) COPPER TA PS AND SPLICES IN #8 AM A ND SMA LLER SHALL BEFASTENED 'TOGETHER BY MEANS OF SPH140 TY PE WIRE NUT CONNECTORS. A LL COPPER TAPS AND SPLICES LARGER THAN #8 AWG SHALL BE MA DE WITH COMPRESSION TY PE OQNNECTORS OR SPLIT BOLT CONNECTORS AND PROV IDED WITH INSULATION EQUAL TO THE (DONDJCTOXR 8"SUATION. F) CONDUCTOR INSULATION AND MULTOONDUCTOR CABLE APR_ICAT1ONS AND WRING METHODS: 1. SERVICE ENTRANCE, FEEDER AND BRANCH ORCUTT: TYPETH-14-TWIN SINGLE CONDUCTORS IN RACEWAY. 2. CARD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPESO, HARD SERVICE CORD V1ATH STAINLESS -STEEL, WIRE -MESH, STRAIN RELIEF DEVICEAT TERMINATKANS TO SUFT A PPLEATON 3. CLASS 1 CONTROL CIRCUITS: TYPETHHN-THWN IN RACEWAY. 4. CLASS 2 CONTROL CIRCUITS: TYPETI-HN-THWN IN RACEWAY. 262529 SUPPORTING DEVICES A) ALL EQUIPMENT SHALL BE FIRMLY MOUNTED USING APPROVED HARDWARE AND HANGARS ATTACHED TO STRUCTURAL PORTIONS OF TILE BULDING. B) SUPPORTING WITH SPRING STEEL CONNECTORS S PROHIBITED. 260533 RACEWAYS AND OUTLET BOXES A) ALL WIRING SHALL BE INSTALLED INAPPROPRIATE RACEWAY SYSTEMS OF RIGID GALVANIZED OONDUTT, ELECTRICAL METALLIC TUBING, SCHEDULE 40 PVC FLEXIBLE STEEL CONDUIT AND LIQUID -TITS FLEXIBLE CONDUT AS OCADTTONS ANDOODEDICTATE EMT SHALL BEJOINEDVMTHSTEEL SET SCREW TYPE FITTINGS. B) ALL CONDUITSHALLHAVEANINSUATEDOOPPEREQUIPMENTGROUNgNG CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF CIRCUIT WTHIN CONDUIT. C) MINIMUM CONDUIT SIZE TO BE 1/2 -C. MINIMUM HOMERUN CONDUIT SIZE TO BE 3/4" C. 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS A) FURNISH AND INSTALL PHENOLIC NAMEPLATES FOR ALL NEW DISCONNECT SWITCHES AND ENCLOSED SWITCHES. B) PROVIDE WIFE MARKERS FOR NEW CONDUCTORS AT ALL PANIELBOARD6,JUNCTION BOXES, WREWAYS, ETC VOLTS L-N ; 120 MAN OPTIONS REQUIRED PANEL: EXISTING RP ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED: NIA MCB: 60 AMPS NEMA:1 PHASE: 3 GFI PROT.: NIA MLO: N/A AMPS SECTIONS: 1 MOUNTING: SURFACE SHUNT TRIPS N/A WDTWSECT.: 20 MFR : SIEMENS EXISTING PANEL TO REMAIN. DEPTH: 5.75 TYPE: P1 FED FROM PANEL OP VIAXFMR T-RP NO RATING (FULLY RATED OR SERIES RATED): 10 KA (MINIMUM, SEE SPECIFICATIONS) NOTES DESCRIPTION LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT.. C.S. C.B, AMPS AMPS AMPS LOAD DESCRIPTION NOTES CONN AMPS POLES NUM, NUM. POLES AMPS CONN SPACE 0 1 1 2- 1 20 5 5 SIEMENS PANEL EXHAUST FAN 8 8 20 1 3 4 1 20 3I�I1tpl 3 WATER TREATMENT REFRIGERATION ALARM $ FM 3 16 1 5 6 1 20 6. 6 FIRE ALARM PANEL TOWER VALVES 4 4M 15 1 7 8 2 20 12 M = 12 AIR COMPRESSSOR CONTROL XFMR 2 2 15 1 9 10 == == 12 12 ==== REFRIGMONITOR 3 3 15 1 11 12 1 20 6 4 RECEPT CHEMICAL RM SPARE 0 0 ',,,Ivn 20 1 13 14 2 40 16 16 EAST SLED . WEST RECEPT 4 t 6 ZO 1 15 16 =_ __= i6 16 CH-3 CONTROLS 5 $ :'r'• 5 20 1 17 18 2 20 10 10 WELL PUMP SPACE 0 ;ij 1 10 20 =_ = 10 10. SPACE Ili G 1 21 22 1 !Ti 0 t r;' SPACE k� 0 20 2 23 24 1 C, 0 SPACE 25 26 1 r - "" SPACE C - .1 1 27 28 1 J SPACE 0 1 1 1 29 30 i 0 SPACE AMPS KVA 47 : AMPS PHASE A ACTUAL CONN. LOAD: 42 15 47 : AMPS PHASE B NEC DEMAND: 42 15 33 : AMPS PHASE C PANEL NOTES: PANEL, CIRCUIT BREAKERS AND CIRCUITRY SHOWN ARE EXISTING AND TO REMAIN ACTIVE EXCEPT AS NOTED OTFERVOSE. PANEL SHOWN FOR REFERENCE ONLY IL-N:277 MAIN OPTIONS REQUIRED PANEL: 'EXISTING MSP ENCLOSURE DATA ;PI-L: 480 S.E. RATED: TVA MCB:'N/A AMPS 'NEMA:I ::3 GFI PROT.:'N/A MLO: r1600 AMPS '1S�.E�CTIONS:1 TINGW TING: SURFACE SHUNT TRIP: �LA DTHISECT,:36 SIEMENS RENOVATE EXISTING PANEL 'DEPTH: 9.5 S83 AIC RATING (FULLY RATED OR SERIES RATED): ® 50 KA(MINIMUM, SEE SPECIFICATIONS) 5 DESCRIPTION LOAD CONN AMPS AMPS ANP5 C.B. AMPS C.B. POLES CKT. NUM. CKT, NUM. G,B POLES C.B. AMPS AMPS AMPS AMPS LOAD CONN DESCRIPTION SPACE 0 =__ __- 1 2. -__ __- 0 11(I` k `t 1 SPACE SPACE 0 - -_ -^- __- --_ -= tl (,/I"'ytI SPACE SPACE 0 =__ __ ___ ___ ___ ___:, 0 SPACE SPARE 0 20 3 3 4 3 20 0 14 CHM -4 0 =__ -__ _ _ __ __ __, 0 a 14 PANEL DP 300 300 400 3 5 =__ ___ __= 0 SPACE 300 300 0 k;I; lie)•; SPACE 300 300 325 IEdIItC` --- _= _- -- r� rl))�(, 07 0 SPACE CH-3 326 500 3 S '_ --- __= 0 $IP "I SPACE 325 325 tIi:, 1I ___ ___ ___ ___ ___ ___ 0 SPACE 325 325 =- _— ___ ___ ___ __= __= 0 0 SPACE CH-2 246 248 450 3 1 7 =__ ___ SPACE 246 248 ___ ___ ___ ___ ___ ___ 0 12 SPACE 246 248 ___ ___ ___ ___ ___ ___ SPACE NEW CH-'1 246 246 450 3 6 =__ ___ __= 0 SPACE r— 248 248 ___ ___ ___ ___ ___ ___ 0 SPACE �= 248 246 ___ ___ ___ ___ ___ _ = 0 SPACE SPACE 0 =_- -_= 9 10 --_ _-= 0 a ISPACE SPACE 0 ___ ___ ___ ___ ___ ___ 0 SPACE SPACE 0 =__ ___ ___ ___ ___ ___ 0 SPACE SPACE 0 =__ __= it. 12 -__ -_= 0 SPACE SPACE 0 ___ ___ ___ ___ ___ 0 SPACE SPACE 0 =__ —_ ___ ___ __ __= 0 1 ISPACE AMPS KVA 1119 :AMPS PHASE A ACTUAL CONN. LOAD: '1123 r933 ' 1119 :AMPS PHASE 8 NEC OEMAND:'1123'933 ' 1131 : AMPS PHASE C PANEL, CIRCUIT BREAKERS AND CIRCUITRY SHOW) ARE EXISTING AND TO REMAN ACTIVE EXCEPT AS NOTED OTHERW SE, WHERE. PLANS INDICATE.A CIRCUIT TO BE REMOVED BACK TO SOURCE, CIRCUIT BREAKER SHALL REMAN AS SPARE OR BE REUSEDASNOTED. BOLD TEXT INDICATES A CIRCUIT BREAKER REM SION REQUIRED AS NOTED. 1) CONNECT NEW LOAD INDICATED TO EXISTING CIRCUIT BREAKER MADE SPARE PER DEMOLITION PLANS. EQUIPMENT FEEDER SCHEDULE JOB NUMBER: 2104404 DATE: 2/14122 EQUIPMENT LOCATION VOLTS PH NEUT MOTOR ADDITIONAL HEATER OR MISC TOTAL PNL PANEL DISCONNECT STITCH STARTER VOLTAGE IMRE NEUT GNR # CONDUIT NOTES DESCRIPTION Y (LARGEST) MOTORS LIGHTING LOAD AMPS AMPS CKT NAME DROP PER WIRE WIRE OF SIZE NAME SIZE FUSE SIZE TYPE OR BKR. AMPS SIZE NEMA PHASE RUNS H.P. FLA HP FLA kW AMPS N AMPS AMPS .. r.N. f. a. CH-1 CHILLER BUILDING 480 3 N .24Q0 450 NIA. - ---- -0.29 #1/0 N.A is 2 2-112" c ZENERAL NOTES: (1) - PROVIDE DSC.. SW. AT ALL PIECES OF EQUIPMENT, UNLESS OTHERWISE NOTED ON TITS SCHEDULE. (a) - CONNECT VIA LINE VOLTAGE PSTAT, FURNISHED BY DIV. 23 CONTRACTOR (2).- C.B., STARTER, DISC. & FUSE SIZES SHOWN FOR REFERENCE ONLY, SIZE AS RECOMMENDED BY EQUIPMENT (5) - CONNECT VIA CONTROL DEVICES FURNISHED BY LTV. 23 CONTRACTOR. MANUFACTURER. VERIFY REQUIREMENTS WITH APPROVED EQUIPMENT SHOP DRAWINGS. (C) - CONNECT AT WYEIDELTA STARTER MOUNTED ON CHILLER. (3) - PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC. SWS MOUNTED OUTDOORS. (d)- CONNECT VIA STARTER FURNISHED BY DIV, 23. CONTRACTOR. (4)- COORDINATE STARTER TYPE WITH EQUIPMENT PROVIDER. (e)- CONNECT VIA UNIT MTD DISC. SW FURNISHED BY DIV 23, (5) - E. C TO VERIFY THAT C.Bi S FOR MOTORS ARE SUFFICIENT TO ALLOW STARTING OF MOTOR, IF (f) "INSTALL ANDCONNECT CONTROLLERS & SWITCHES FURNISHED WITH EQUIP, REQUIRED FOR STARTING C.S. TO BE INCREASED TO A MAX OF 225%OF LARGEST MOTOR EL.A (6) - INCREASE FEEDER SIZES AS REQUIRED TO MAINTAIN A MAXIMUM OF 2.5e/4VOLTAGE DROP BASED ON ACTUAL FEEDER LENGTHS AS INSTALLED. 17) - TOTAL AMPS SHOWN DO NOT INCLUDE NON -COINCIDENTAL LOADS ABBREVIATIONS: N.F. = NON -FUSED MCP = MOTOR CIRCUIT PROTECTOR C.B. O.L. = THERMAL OVER LOAD ELEMENT MMS = MAN, MTR, STARTER 20A SW MATH O.L, AND PILOT I = NEMA I ENCLOSURE MSS =MOTOR STARTING 20A SW. WITHOUT O.L. 3R = NEMA 3R ENCLOSURE VFD = VARIABLE FREQ. DRIVE UNIT. 48S = NEMA 4 W.P. STANLESS STEEL ENCL. CBMC = COMB. DISC(MCR AND MAG MOTOR STARTER(MMC) MMC = MAGNETIC MOTOR CONTROLLER WO-L. expect a difference 3501 Ouatlrengle Boulevard, Suite 700 Orlando, Florida 32817 (407) 380-0400 CERT. OF AUTH. NO.6106 O GARY A. WILKERSON. P.E. 43167 o KYLE J. CARTIER, P.E. 53269 o JEFF A. KIRKMAN, P.E. 65629 ■ ADAM S. LEVINE, P.E. 77010 o VICTOR M. DIAZ, P.E. 55919 21-04404 1$ No. 77L010 STATE OF 4V41j\ `. RCORION z 0 W in w Y U W x U L, O V) 3 0 s; 4 1 3_ LLJJ I] • n < 0,00 M Vr 4 s $^ k �4 ,n I