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SZ SZ REFER EQUIPMENT NAME AND NUMBER PLAN NOTE NUMBER REVISION NUMBER ELEVATION SYMBOL NOTE: SYMBOLS AND ABBREVIATIONS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DO NOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE CONTRACT DOCUMENTS. DET # SHT # NAME # # # SHT # # SHT # FIRE PROTECTION SYMBOLS AND ABBREVIATIONS REFERENCE SYMBOLS GENERAL SYMBOLS ABBREVIATIONS SPRINKLER ZONE BOUNDARY FIRE DEPARTMENT VALVE FIRE DEPARTMENT CONNECTION PIPE HANGER INSPECTOR'S TEST ASSEMBLY PIPE CAP OR FLUSHING CONNECTION SUPERVISED BUTTERFLY VALVE CHECK VALVE FLOW SWITCH ECCENTRIC REDUCER SHUTOFF VALVE (SUPERVISED) CONCENTRIC REDUCER TEE DOWN TEE UP ELBOW UP ELBOW DOWN DRY PIPE VALVE ASSEMBLY PUMP (FLOOR PLAN) PIPE SLEEVE VALVE IN VERTICAL PRESSURE GAUGE (WITH VALVE) SUPERVISED OS&Y VALVE FIRE PUMP TEST HEADER ROOF TOP TEST HEADER INSPECTOR'S TEST AND DRAIN ASSEMBLY PREACTION VALVE ASSEMBLY DELUGE VALVE ASSEMBLY SUPERVISED POST INDICATOR VALVE (PIV) SPRINKLER ZONE CONTROL ALARM CHECK VALVE VALVE ASSEMBLY STORZ CONNECTION FPTH FDC FDV FDC 45° PIPE RISE /DROP PUMP (FLOW DIAGRAM) AC - AIR COMPRESSOR ACC - ACCESS ACV - ALARM CHECK VALVE ADJ - ADJUSTABLE AFF - ABOVE FINISHED FLOOR ALT - ALTERNATE AP - ACCESS PANEL APPROX - APPROXIMATE ARCH - ARCHITECTURAL ASSY - ASSEMBLY ATS - AUTOMATIC TRANSFER SWITCH BLDG - BUILDING BOP - BOTTOM OF PIPE BOT - BOTTOM BTWN - BETWEEN CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED CL - CENTERLINE CLG - CEILING CONN - CONNECTION/CONNECT CONTR - CONTRACTOR CORR - CORRIDOR CU - COPPER D - DEPTH / DRAIN LINE DCDA - DOUBLE CHECK DETECTOR ASSEMBLY DET - DETAIL DIA - DIAMETER DIM - DIMENSION DN - DOWN DSPR - DRY SPRINKLER PIPE DWG - DRAWING EA - EACH ELEV - ELEVATION EQUIP - EQUIPMENT ETR - EXISTING TO REMAIN EXT - EXTERIOR F - FIRE SUPPLY FACP - FIRE ALARM CONTROL PANEL FDC - FIRE DEPARTMENT CONNECTION FDV - FIRE DEPARTMENT VALVE FHC - FIRE HOSE CABINET FHR - FIRE HOSE RACK FLR - FLOOR FMG - FACTORY MUTUAL GLOBAL FPC - FIRE PUMP CONTROLLER FPTH - FIRE PUMP TEST HEADER FS - FLOW SWITCH FT - FEET FTG - FOOTING FVC - FIRE VALVE CABINET GA - GAUGE GAL - GALLON GALV - GALVANIZED GPM - GALLONS PER MINUTE HD - HUB DRAIN IBC - INTERNATIONAL BUILDING CODE ID - INSIDE DIAMETER IE - INVERT ELEVATION IFC - INTERNATION FIRE CODE IN - INCHES JP - JOCKEY PUMP JPC - JOCKEY PUMP CONTROLLER L - LENGTH LBS - POUNDS MAX - MAXIMUM MEZZ - MEZZANINE MFR - MANUFACTURER MIN - MINIMUM/MINUTE MISC - MISCELLANEOUS MTD - MOUNTED MTG - MOUNTING NFPA - NATIONAL FIRE PROTECTION ASSOCIATION NO - NUMBER NOM - NOMINAL NPT - NATIONAL PIPE THREAD NTS - NOT TO SCALE OC - ON CENTER OD - OUTSIDE DIAMETER OFCI - OWNER FURNISHED CONTRACTOR INSTALLED OFOI - OWNER FURNISHED OWNER INSTALLED PIV - POST INDICATOR VALVE PLBG - PLUMBING PRESS - PRESSURE PRV - PRESSURE REDUCING VALVE PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE INCH PSIG - POUNDS PER SQUARE INCH GAUGE PSPR - PREACTION SPRINKLER RAD - RADIUS REC - RECESSED REQD - REQUIRED RI - ROUGH-IN RPM - REVOLUTIONS PER MINUTE RPBP - REDUCED PRESSURE ZONE BACKFLOW PREVENTER RV - RELIEF VALVE SCH - SCHEDULE SHT - SHEET SPEC - SPECIFICATION SPR - SPRINKLER SQ - SQUARE S/S - STAINLESS STEEL STRU - STRUCTURAL / STRUCTURE TEMP - TEMPERATURE TC - TEST CELL TOB - TOP OF BEAM TOD - TOP OF DECK TOJ - TOP OF JOIST TS - TAMPER SWITCH TOS - TOP OF SLAB/TOP OF STEEL TYP - TYPICAL UBC - UNIFORM BUILDING CODE UFC - UNIFORM FIRE CODE UNO - UNLESS NOTED OTHERWISE V - VALVE VEL - VELOCITY VESDA - VERY EARLY SMOKE DETECTOR APPARATUS VOL - VOLUME W - WIDTH W/ - WITH W/O - WITHOUT X - EXISTING GENERAL REFERENCE DESIGNATES SHEET NUMBER DETAIL REFERENCE TOP DESIGNATES SECTION NUMBER BOTTOM DESIGNATES SHEET NUMBER SHEET REFERENCE TOP DESIGNATES SECTION NUMBER BOTTOM DESIGNATES SHEET NUMBER DOUBLE CHECK BACKFLOW PREVENTER (DCDA) REDUCED PRESSURE ZONE BACKFLOW PREVENTER (RPBP) SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SZ SZ SPRINKLER PIPE FIRE SUPPLY SPR F INDIRECT WASTE IW DRY SPRINKLER PIPE (D)SPR PREACTION SPRINKLER PIPE (PA)SPR X-SPR X-F X-IW X-(D)SPR X-(PA)SPR EXISTING DOUBLE LINE NEW SPR F IW (D)SPR (PA)SPR WATER SERVICE W X-W W SPRINKLER DESIGN DATA: DESIGN REFERENCE CODE: NFPA 13 (2013): STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA 14 (2013): STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS 2012 INTERNATIONAL FIRE PREVENTION CODE SYSTEM TYPES: WET PIPE SPRINKLER SYSTEM SYSTEM CLASSIFICATION: AUTOMATIC SPRINKLER OUTSIDE HOSE STREAM ALLOWANCE: 250 GPM REFER TO SYMBOLS AND ABBREVIATIONS SHEET FOR ALL GENERAL NOTES. SPRINKLER CONTRACTOR, PRIOR TO PREPARATION OF INSTALLATION DRAWINGS AND HYDRAULIC CALCULATIONS, SHALL CONDUCT A HYDRANT FLOW TEST. REFER TO CIVIL DRAWINGS FOR HYDRANT LOCATIONS FIRE PIPE DIAMETERS SHOWN REPRESENT MINIMUM REQUIREMENTS. COORDINATE AND SEAL ALL PIPING, AND CONDUIT PENETRATIONS THROUGH ALL WALLS AND PARTITIONS. REFER TO ARCHITECTURAL PLANS FOR WALL AND PARTITION TYPES AND DETAILS. NO CONDUIT, PIPING SHALL BE ROUTED THROUGH ELECTRICAL, ELEVATOR MACHINE ROOMS, OR TELECOMMUNICATION ROOMS UNLESS IT IS SERVING THE ROOM. IF THERE IS A CONFLICT WITH THIS REQUIREMENT CONTACT THE ENGINEER FOR DIRECTIONS. LOCATION OF ALL FIRE PROTECTION SERVICES ARE APPROXIMATE. COORDINATE INSTALLATION OF SERVICES WITH ALL TRADES. THE FIRE PROTECTION CONTRACTOR SHALL EXAMINE SITE CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES, PIPE SIZES, ETC. BEFORE STARTING WORK. THE FIRE PROTECTION CONTRACTOR IS TO PROVIDE ALL NECESSARY OFFSETS, RISES OR DROPS IN THE PIPING AND AUXILIARY DRAINS AS REQUIRED. FIRE PROTECTION SYSTEMS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. TEMPORARY SHUTDOWNS SHALL BE COORDINATED WITH OWNER. FIRE PROTECTION SYSTEMS SHALL BE RETURNED TO SERVICE IMMEDIATELY UPON COMPLETION OF REQUIRED WORK. CONTRACTOR SHALL PROVIDE FIRE WATCH DURING SYSTEM SHUTDOWNS. NEW FIRE RISER TO BE INSTALLED PRIOR TO DEMOLITION OF EXISTING FIRE RISER. SPRINKLER HEAD LOCATIONS MAY BE ADJUSTED BUT ONLY AS REQUIRED TO COORDINATE WITH OTHER TRADES. FINAL SPRINKLER HEAD LOCATIONS SHALL COMPLY WITH NFPA 13 SPACING REQUIREMENTS. CONTRACTOR SHALL REMOVE AND CAP-OFF SPRINKLERS IN PROJECT AREA PRIOR TO ALL DEMOLITION WORK. COORDINATE ALL WORK WITH OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL SPRINKLER SYSTEM SHUT- DOWN AND DRAIN DOWN REQUIREMENTS WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING ANY DEMOLITION WORK. WHERE CONTRACTOR REMOVES ANY PIPING, DUCTWORK, OR CONDUIT THROUGH EXISTING WALLS. CONTRACTOR SHALL BE RESPONSIBLE TO PATCH OPENINGS WITH MATERIALS TO MATCH SURROUNDING WALLS. EACH DISCIPLINE SHALL COORDINATE EXACT LOCATIONS OF THEIR WORK WITH ALL OTHER DISCIPLINES PRIOR TO AND DURING INSTALLATION OF ALL UTILITIES. ALL SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH DESIGN INTENT WHILE MEETING ALL CODE REQUIREMENTS, EQUIPMENT CLEARANCE REQUIREMENTS, ACCESS SPACE REQUIREMENTS NECESSARY FOR MANUFACTURER SPECIFIED EQUIPMENT OPERATION, AND OSHA COMPLIANCE FOR NORMAL BUILDING MAINTENANCE.. ALL EXISTING PIPING, DUCTWORK AND EQUIPMENT LOCATIONS SHOWN ARE BASED ON AVAILABLE INFORMATION AND FIELD OBSERVATION. CONTRACTOR TO COORDINATE WITH OWNER FOR ANY UTILITY SHUTDOWNS REQUIRED AND VERIFY EXACT LOCATIONS, ROUTINGS AND FIELD CONDITIONS. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO DEMOLITION OF ANY EXISTING UTILITIES, (I.E. PIPING, DUCTWORK, PNEUMATIC BRANCH LINES, ETC.). WHICH SERVE AREAS OUTSIDE THE PROJECT BOUNDARY. PROVIDE WRITTEN NOTIFICATION AT LEAST 10 DAYS IN ADVANCE OF DEMOLITION WORK DESCRIBING UTILITIES TO BE REMOVED, DATE AND DURATION OF UTILITY SHUT-DOWN, AND CONTACT PERSON. OWNER WILL COORDINATE ANY LOCKOUT/TAGOUT PROCEDURES AND SHALL SUPERVISE SHUTDOWN OF ANY UTILITIES. NOTE THAT THE WORK ZONE IS WITHIN AN AREA OF CONTINUED SERVICE AND MAY REQUIRE WORK TO BE DONE AFTER NORMAL WORK HOURS. WHERE CONTRACTOR REMOVES ANY PIPING, DUCTWORK, OR CONDUIT THROUGH EXISTING WALLS. CONTRACTOR SHALL COORDINATE WITH GENERAL TRADES CONTRACTOR WHO SHALL BE RESPONSIBLE TO PATCH OPENINGS WITH MATERIALS TO MATCH SURROUNDING WALLS. ENTIRE NEW RENOVATION AREA SHALL BE HYDRAULICALLY CALCULATED. THE HYDRAULICALLY CALCULATED SYSTEM SHALL BE DESIGNED TO A MINIMUM OF THE RESIDUAL PRESSURE LESS 10 PSI, STATIC PRESSURE LESS 10 PSI, AND A RESIDUAL FLOW LESS 10%. HANGING, BRACING, AND RESTRAINT OF FIRE SPRINKLER PIPING SHALL BE IN ACCORDANCE WITH CHAPTER 9.1 AND 9.2 OF NFPA 13. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Facilities Services Annual Life Safety Shop 501 Fire Pump Inspection Report 919-843-8997 BUILDING NAME LOCATION TECH LICENSE# DATE BEARD HALL Chapel Hill, NC Dan Thacker / William Strickler 6/29/2017 FIRE PUMP DATA MANUFACTURER: Aurora SUPPLY City STATIC 60 PSI MODEL: 05-1306850 SN: size 4-481-11c TYPE: Horizontal Split Case CHURN 111 PSI 0 GPM RATED RPM: 3550 GPM: 750 100% FLOW 101 PSI 750 GPM STAGE: 1 HP: 60 150% FLOW 87 PSI 1125 GPM ELECTRIC MOTOR DATA MANUFACTURER: Marathon RATED RPM: 3550 RATED HP: 60 CODE F MODEL: CM326TSTDP8219BDL VOLTAGE: 400 SN: FRAME 326TS FLA: 83.5 1.15 SF FIRE PUMP CONTROLLER PANEL DATA MANUFACTURER: Metron VOLTAGE: 208 AUTO STOP Yes MODEL: MP300-60-208C TRANSFER SWITCH: No SN: MA-65N20634-11 MINIMUM RUN TIMER SET YES MINUTES 10 TYPE: Soft Start ACCELERATION TIMER SET NA SECONDS NA JOCKEY PUMP CONTROLLER DATA JOCKEY PUMP DATA MANUFACTURER: Metron MANUFACTURER: Marathon MODEL: M15B-1.5-208 MODEL: SN: HK-05N20634-21 VOLTAGE: 208 HP: 1.50 VOLTAGE: 460 FLA: HP: Utility No Load Voltage Generator Transfer Time Generator PH VOLTS AMPS Zero Flow AB SEC PH VOLTS AMPS AB 206 96 RPM DISC SUCT NET BC AB BC 206 98 3583 155 44 111 CA BC CA 209 104 3550 152 108 HOSE MONSTERS TIP PSI GPM CA 50% Flow Corrected to rated speed 1.75 18 378 AB 206 126 RPM DISC SUCT NET Totals BC 205 128 3569 158 48 110 50.00% CA 206 136 3550 156 108 378 GPM 100% Flow Corrected to rated speed TIP PSI GPM 100% Flow 2.5 20 754 AB 207 167 RPM DISC SUCT NET Totals AB BC 206 165 3559 135 34 101 100.00% BC CA 204 179 3550 134 100 754 GPM CA 150% Flow Corrected to rated speed TIP PSI GPM 150% Flow 2.5 20 754 AB 205 179 RPM DISC SUCT NET 1.75 18 378 AB BC 204 179 3555 107 20 87 Totals BC CA 203 194 3550 107 87 150.00% CA Corrected to rated speed 1132 GPM AUTO STARTS 6 MANUAL STARTS JOCKEY PUMP STOP 6 EMERGENCY STARTS JOCKEY PUMP START FIRE PUMP START COMMENTS: See 2007 NFPA 20 A.14.2.7.4.f for the Affinity Laws used for the pressure correction to the rated speed of the fire pump 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 SCALE: SEAL DRAWING TITLE: PROJECT TITLE: PROJECT No: DATE NO. Owner: Construction Manager: Structural: Mechanical & Plumbing: Electrical: 512 ST MARY'S STREET SUITE 105 RALEIGH, NC 27605 T. 919.835.9988 F. 919.821.1474 SCO ID#: 15-12467-02A UNC CIP: 607 Civil / Site: NC Lic. No. C-2982 NC Lic. No. C-2982 TRUE PLAN As indicated FIRE PROTECTION SYMBOLS AND ABBREVIATIONS 65741.00 Beard Hall 2nd Floor Renovations 04/19/18 FP000 315 Beard Hall South Columbia St, Chapel Hill, NC 27599 CONSTRUCTION DOCUMENTS The University of North Carolina at Chapel Hill Facilities Planning and Design CBO 1080 Giles F. Horney Bldg Chapel Hill, NC 27599 Holt Brothers, Inc. 412 Fayetteville St Suite 1300 Raleigh, NC 27601 LHC Structural Engineers 1331 Sunday Dr, Suite 121, Raleigh, NC 27607 (AEI) Affiliated Engineers, Inc 1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517 (AEI) Affiliated Engineers, Inc. 1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517 Civil Site Consultant Name Civil Site Consultant Address

FIRE PROTECTION SYMBOLS AND ABBREVIATIONS · ifc - internation fire code in - inches jp ... auto starts 6 manual starts jockey pump stop ... 021f corridor 021g office 022 office 023

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  • SZ SZ

    REFEREQUIPMENT NAME AND NUMBER

    PLAN NOTE NUMBER

    REVISION NUMBER

    ELEVATION SYMBOL

    NOTE: SYMBOLS AND ABBREVIATIONS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DO NOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE CONTRACT DOCUMENTS.

    DET #

    SHT #

    NAME#

    #

    #

    SHT #

    #

    SHT #

    FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

    REFERENCE SYMBOLS

    GENERAL SYMBOLS ABBREVIATIONS

    SPRINKLER ZONE BOUNDARY

    FIRE DEPARTMENT VALVE

    FIRE DEPARTMENT CONNECTION

    PIPE HANGER

    INSPECTOR'S TEST ASSEMBLY

    PIPE CAP OR FLUSHINGCONNECTION

    SUPERVISEDBUTTERFLYVALVE

    CHECK VALVE

    FLOW SWITCH

    ECCENTRIC REDUCER

    SHUTOFF VALVE (SUPERVISED)

    CONCENTRIC REDUCER

    TEE DOWN

    TEE UP

    ELBOW UP

    ELBOW DOWN

    DRY PIPE VALVE ASSEMBLY

    PUMP (FLOOR PLAN)

    PIPE SLEEVE

    VALVE IN VERTICAL

    PRESSURE GAUGE (WITH VALVE)

    SUPERVISEDOS&Y VALVE

    FIRE PUMP TEST HEADER

    ROOF TOP TEST HEADER

    INSPECTOR'S TEST AND DRAIN ASSEMBLY

    PREACTION VALVE ASSEMBLY

    DELUGE VALVE ASSEMBLY

    SUPERVISED POST INDICATOR VALVE (PIV)

    SPRINKLER ZONE CONTROL

    ALARM CHECK VALVE

    VALVE ASSEMBLY

    STORZ CONNECTION

    FPTH

    FDC

    FDV

    FDC

    45 PIPE RISE /DROP

    PUMP (FLOW DIAGRAM)

    AC - AIR COMPRESSORACC - ACCESSACV - ALARM CHECK VALVEADJ - ADJUSTABLEAFF - ABOVE FINISHED FLOORALT - ALTERNATEAP - ACCESS PANELAPPROX - APPROXIMATEARCH - ARCHITECTURALASSY - ASSEMBLYATS - AUTOMATIC TRANSFER SWITCH

    BLDG - BUILDINGBOP - BOTTOM OF PIPEBOT - BOTTOMBTWN - BETWEEN

    CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLEDCL - CENTERLINECLG - CEILINGCONN - CONNECTION/CONNECTCONTR - CONTRACTORCORR - CORRIDORCU - COPPER

    D - DEPTH / DRAIN LINEDCDA - DOUBLE CHECK DETECTOR ASSEMBLYDET - DETAILDIA - DIAMETERDIM - DIMENSIONDN - DOWNDSPR - DRY SPRINKLER PIPEDWG - DRAWING

    EA - EACHELEV - ELEVATIONEQUIP - EQUIPMENTETR - EXISTING TO REMAINEXT - EXTERIOR

    F - FIRE SUPPLYFACP - FIRE ALARM CONTROL PANELFDC - FIRE DEPARTMENT CONNECTIONFDV - FIRE DEPARTMENT VALVEFHC - FIRE HOSE CABINETFHR - FIRE HOSE RACKFLR - FLOORFMG - FACTORY MUTUAL GLOBALFPC - FIRE PUMP CONTROLLERFPTH - FIRE PUMP TEST HEADERFS - FLOW SWITCHFT - FEETFTG - FOOTINGFVC - FIRE VALVE CABINET

    GA - GAUGEGAL - GALLONGALV - GALVANIZEDGPM - GALLONS PER MINUTE

    HD - HUB DRAIN

    IBC - INTERNATIONAL BUILDING CODEID - INSIDE DIAMETERIE - INVERT ELEVATIONIFC - INTERNATION FIRE CODEIN - INCHES

    JP - JOCKEY PUMPJPC - JOCKEY PUMP CONTROLLER

    L - LENGTHLBS - POUNDS

    MAX - MAXIMUMMEZZ - MEZZANINEMFR - MANUFACTURERMIN - MINIMUM/MINUTEMISC - MISCELLANEOUSMTD - MOUNTEDMTG - MOUNTING

    NFPA - NATIONAL FIRE PROTECTION ASSOCIATIONNO - NUMBERNOM - NOMINALNPT - NATIONAL PIPE THREADNTS - NOT TO SCALE

    OC - ON CENTEROD - OUTSIDE DIAMETEROFCI - OWNER FURNISHED CONTRACTOR INSTALLEDOFOI - OWNER FURNISHED OWNER INSTALLED

    PIV - POST INDICATOR VALVEPLBG - PLUMBINGPRESS - PRESSUREPRV - PRESSURE REDUCING VALVEPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPSIG - POUNDS PER SQUARE INCH GAUGEPSPR - PREACTION SPRINKLER

    RAD - RADIUSREC - RECESSEDREQD - REQUIREDRI - ROUGH-INRPM - REVOLUTIONS PER MINUTERPBP - REDUCED PRESSURE ZONE BACKFLOW

    PREVENTERRV - RELIEF VALVE

    SCH - SCHEDULESHT - SHEETSPEC - SPECIFICATIONSPR - SPRINKLERSQ - SQUARES/S - STAINLESS

    STEELSTRU - STRUCTURAL / STRUCTURE

    TEMP - TEMPERATURETC - TEST CELLTOB - TOP OF BEAMTOD - TOP OF DECKTOJ - TOP OF JOISTTS - TAMPER SWITCHTOS - TOP OF SLAB/TOP OF STEELTYP - TYPICAL

    UBC - UNIFORM BUILDING CODEUFC - UNIFORM FIRE CODEUNO - UNLESS NOTED OTHERWISE

    V - VALVEVEL - VELOCITYVESDA - VERY EARLY SMOKE DETECTOR APPARATUSVOL - VOLUME

    W - WIDTHW/ - WITHW/O - WITHOUT

    X - EXISTING

    GENERAL REFERENCEDESIGNATES SHEET NUMBER

    DETAIL REFERENCETOP DESIGNATES SECTION NUMBERBOTTOM DESIGNATES SHEET NUMBER

    SHEET REFERENCETOP DESIGNATES SECTION NUMBERBOTTOM DESIGNATES SHEET NUMBER

    DOUBLE CHECK BACKFLOWPREVENTER (DCDA)

    REDUCED PRESSURE ZONEBACKFLOW PREVENTER (RPBP)

    SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE

    SZ SZ

    SPRINKLER PIPE

    FIRE SUPPLY

    SPR

    F

    INDIRECT WASTEIW

    DRY SPRINKLER PIPE(D)SPR

    PREACTION SPRINKLER PIPE(PA)SPR

    X-SPR

    X-F

    X-IW

    X-(D)SPR

    X-(PA)SPR

    EXISTING DOUBLE LINENEW

    SPR

    F

    IW

    (D)SPR

    (PA)SPR

    WATER SERVICEWX-WW

    SPRINKLER DESIGN DATA:

    DESIGN REFERENCE CODE: NFPA 13 (2013): STANDARD FOR THE INSTALLATIONOF SPRINKLER SYSTEMS NFPA 14 (2013): STANDARD FOR THE INSTALLATIONOF STANDPIPE AND HOSE SYSTEMS 2012 INTERNATIONAL FIRE PREVENTION CODE

    SYSTEM TYPES: WET PIPE SPRINKLER SYSTEM

    SYSTEM CLASSIFICATION: AUTOMATIC SPRINKLER OUTSIDE HOSE STREAM ALLOWANCE: 250 GPM

    REFER TO SYMBOLS AND ABBREVIATIONS SHEET FOR ALL GENERALNOTES.

    SPRINKLER CONTRACTOR, PRIOR TO PREPARATION OF INSTALLATIONDRAWINGS AND HYDRAULIC CALCULATIONS, SHALL CONDUCT AHYDRANT FLOW TEST. REFER TO CIVIL DRAWINGS FOR HYDRANTLOCATIONS

    FIRE PIPE DIAMETERS SHOWN REPRESENT MINIMUM REQUIREMENTS.

    COORDINATE AND SEAL ALL PIPING, AND CONDUIT PENETRATIONSTHROUGH ALL WALLS AND PARTITIONS. REFER TO ARCHITECTURALPLANS FOR WALL AND PARTITION TYPES AND DETAILS.

    NO CONDUIT, PIPING SHALL BE ROUTED THROUGH ELECTRICAL,ELEVATOR MACHINE ROOMS, OR TELECOMMUNICATION ROOMSUNLESS IT IS SERVING THE ROOM. IF THERE IS A CONFLICT WITH THISREQUIREMENT CONTACT THE ENGINEER FOR DIRECTIONS.

    LOCATION OF ALL FIRE PROTECTION SERVICES ARE APPROXIMATE.COORDINATE INSTALLATION OF SERVICES WITH ALL TRADES.

    THE FIRE PROTECTION CONTRACTOR SHALL EXAMINE SITECONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES,ELEVATIONS, CLEARANCES, PIPE SIZES, ETC. BEFORE STARTINGWORK.

    THE FIRE PROTECTION CONTRACTOR IS TO PROVIDE ALL NECESSARYOFFSETS, RISES OR DROPS IN THE PIPING AND AUXILIARY DRAINS ASREQUIRED.

    FIRE PROTECTION SYSTEMS SHALL REMAIN OPERATIONAL DURINGCONSTRUCTION. TEMPORARY SHUTDOWNS SHALL BE COORDINATEDWITH OWNER. FIRE PROTECTION SYSTEMS SHALL BE RETURNED TOSERVICE IMMEDIATELY UPON COMPLETION OF REQUIRED WORK.CONTRACTOR SHALL PROVIDE FIRE WATCH DURING SYSTEMSHUTDOWNS. NEW FIRE RISER TO BE INSTALLED PRIOR TODEMOLITION OF EXISTING FIRE RISER.

    SPRINKLER HEAD LOCATIONS MAY BE ADJUSTED BUT ONLY ASREQUIRED TO COORDINATE WITH OTHER TRADES. FINAL SPRINKLERHEAD LOCATIONS SHALL COMPLY WITH NFPA 13 SPACINGREQUIREMENTS.

    CONTRACTOR SHALL REMOVE AND CAP-OFF SPRINKLERS IN PROJECTAREA PRIOR TO ALL DEMOLITION WORK. COORDINATE ALL WORK WITHOWNER'S REPRESENTATIVE.

    CONTRACTOR SHALL COORDINATE ALL SPRINKLER SYSTEM SHUT-DOWN AND DRAIN DOWN REQUIREMENTS WITH THE OWNER'SREPRESENTATIVE PRIOR TO COMMENCING ANY DEMOLITION WORK.

    WHERE CONTRACTOR REMOVES ANY PIPING, DUCTWORK, OR CONDUITTHROUGH EXISTING WALLS. CONTRACTOR SHALL BE RESPONSIBLE TOPATCH OPENINGS WITH MATERIALS TO MATCH SURROUNDING WALLS.

    EACH DISCIPLINE SHALL COORDINATE EXACT LOCATIONS OF THEIRWORK WITH ALL OTHER DISCIPLINES PRIOR TO AND DURINGINSTALLATION OF ALL UTILITIES. ALL SYSTEMS SHALL BE INSTALLED INCOMPLIANCE WITH DESIGN INTENT WHILE MEETING ALL CODEREQUIREMENTS, EQUIPMENT CLEARANCE REQUIREMENTS, ACCESSSPACE REQUIREMENTS NECESSARY FOR MANUFACTURER SPECIFIEDEQUIPMENT OPERATION, AND OSHA COMPLIANCE FOR NORMALBUILDING MAINTENANCE..

    ALL EXISTING PIPING, DUCTWORK AND EQUIPMENT LOCATIONS SHOWNARE BASED ON AVAILABLE INFORMATION AND FIELD OBSERVATION.CONTRACTOR TO COORDINATE WITH OWNER FOR ANY UTILITYSHUTDOWNS REQUIRED AND VERIFY EXACT LOCATIONS, ROUTINGSAND FIELD CONDITIONS.

    CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO DEMOLITIONOF ANY EXISTING UTILITIES, (I.E. PIPING, DUCTWORK, PNEUMATICBRANCH LINES, ETC.). WHICH SERVE AREAS OUTSIDE THE PROJECTBOUNDARY. PROVIDE WRITTEN NOTIFICATION AT LEAST 10 DAYS INADVANCE OF DEMOLITION WORK DESCRIBING UTILITIES TO BEREMOVED, DATE AND DURATION OF UTILITY SHUT-DOWN, ANDCONTACT PERSON. OWNER WILL COORDINATE ANY LOCKOUT/TAGOUTPROCEDURES AND SHALL SUPERVISE SHUTDOWN OF ANY UTILITIES.NOTE THAT THE WORK ZONE IS WITHIN AN AREA OF CONTINUEDSERVICE AND MAY REQUIRE WORK TO BE DONE AFTER NORMAL WORKHOURS.

    WHERE CONTRACTOR REMOVES ANY PIPING, DUCTWORK, OR CONDUITTHROUGH EXISTING WALLS. CONTRACTOR SHALL COORDINATE WITHGENERAL TRADES CONTRACTOR WHO SHALL BE RESPONSIBLE TOPATCH OPENINGS WITH MATERIALS TO MATCH SURROUNDING WALLS.

    ENTIRE NEW RENOVATION AREA SHALL BE HYDRAULICALLYCALCULATED. THE HYDRAULICALLY CALCULATED SYSTEM SHALL BEDESIGNED TO A MINIMUM OF THE RESIDUAL PRESSURE LESS 10 PSI,STATIC PRESSURE LESS 10 PSI, AND A RESIDUAL FLOW LESS 10%.

    HANGING, BRACING, AND RESTRAINT OF FIRE SPRINKLER PIPING SHALLBE IN ACCORDANCE WITH CHAPTER 9.1 AND 9.2 OF NFPA 13.

    GENERAL NOTES

    1.

    2.

    3.

    4.

    5.

    6.

    7.

    8.

    9.

    10.

    11.

    12.

    13.

    14.

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    17.

    18.

    19.

    Facilities Services

    Annual Life Safety Shop 501Fire Pump Inspection Report 919-843-8997

    BUILDING NAME LOCATION TECH LICENSE# DATE

    BEARD HALL Chapel Hill, NC Dan Thacker / William Strickler 6/29/2017

    FIRE PUMP DATA

    MANUFACTURER: Aurora SUPPLY City STATIC 60 PSI

    MODEL: 05-1306850

    SN: size 4-481-11c

    TYPE: Horizontal Split Case CHURN 111 PSI 0 GPM

    RATED RPM: 3550 GPM: 750 100% FLOW 101 PSI 750 GPM

    STAGE: 1 HP: 60 150% FLOW 87 PSI 1125 GPM

    ELECTRIC MOTOR DATA

    MANUFACTURER: Marathon RATED RPM: 3550 RATED HP: 60 CODE F

    MODEL: CM326TSTDP8219BDL VOLTAGE: 400

    SN: FRAME 326TS FLA: 83.5 1.15 SF

    FIRE PUMP CONTROLLER PANEL DATA

    MANUFACTURER: Metron VOLTAGE: 208 AUTO STOP Yes

    MODEL: MP300-60-208C TRANSFER SWITCH: No

    SN: MA-65N20634-11 MINIMUM RUN TIMER SET YES MINUTES 10

    TYPE: Soft Start ACCELERATION TIMER SET NA SECONDS NA

    JOCKEY PUMP CONTROLLER DATA JOCKEY PUMP DATA

    MANUFACTURER: Metron MANUFACTURER: Marathon

    MODEL: M15B-1.5-208 MODEL:

    SN: HK-05N20634-21

    VOLTAGE: 208 HP: 1.50 VOLTAGE: 460 FLA: HP:

    Utility No Load Voltage Generator Transfer Time Generator

    PH VOLTS AMPS Zero Flow AB SEC PH VOLTS AMPS

    AB 206 96 RPM DISC SUCT NET BC AB

    BC 206 98 3583 155 44 111 CA BC

    CA 209 104 3550 152 108

    HO

    SE

    MO

    NS

    TE

    RS

    TIP PSI GPM CA

    50% Flow Corrected to rated speed 1.75 18 378

    AB 206 126 RPM DISC SUCT NET Totals

    BC 205 128 3569 158 48 110 50.00%

    CA 206 136 3550 156 108 378 GPM

    100% Flow Corrected to rated speed TIP PSI GPM 100% Flow

    2.5 20 754

    AB 207 167 RPM DISC SUCT NET Totals AB

    BC 206 165 3559 135 34 101 100.00% BC

    CA 204 179 3550 134 100 754 GPM CA

    150% Flow Corrected to rated speed TIP PSI GPM 150% Flow

    2.5 20 754

    AB 205 179 RPM DISC SUCT NET 1.75 18 378 AB

    BC 204 179 3555 107 20 87 Totals BC

    CA 203 194 3550 107 87 150.00% CA

    Corrected to rated speed 1132 GPM

    AUTO STARTS 6 MANUAL STARTS JOCKEY PUMP STOP

    6 EMERGENCY STARTS JOCKEY PUMP START

    FIRE PUMP START

    COMMENTS: See 2007 NFPA 20 A.14.2.7.4.f for the Affinity Laws used for the pressure correction to the rated speed of the fire pump

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    As indicated

    FIRE PROTECTIONSYMBOLS ANDABBREVIATIONS

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP000

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

  • UP

    UP

    UP

    DNUP

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    X-2 1/2" SPR

    X-4" SPR

    X-4" SPR

    X-4" SPR

    X-4" SPRX-6" F

    X-2"

    X-4"

    1

    2

    X-2 1/2" SPR

    X-2 1/2" SPR

    3

    WOMEN'S TOILET

    017

    MEN'S TOILET

    018

    OFFICE

    009

    OFFICE

    010

    OFFICE

    011OFFICE

    012

    HOUSEKEEPING

    013SEMINAR

    014

    A/V

    016A

    OFFICE

    021AOFFICE

    021B

    OFFICE

    021C

    WORK ROOM

    021D

    OFFICE

    021E

    OFFICE

    021F

    CORRIDOR

    021G

    OFFICE

    022

    OFFICE

    023

    OFFICE

    024

    OFFICE

    025

    OFFICE

    026

    OFFICE

    027

    SEMINAR

    028

    OFFICE

    029

    OFFICE

    029A

    WORK

    029B

    OFFICE

    029C

    OFFICE

    029D

    OFFICE

    030B

    OFFICE

    030C

    TELECOM

    004

    FILING

    007

    OFFICE

    007A

    OFFICE

    008A

    MECHANICAL

    008

    COMPUTER LAB

    003A

    CRAWL SPACE

    31

    RESEARCH OFFICE

    11

    OFFICE

    030

    OFFICE

    030A

    INACTIVE

    16

    STAIR

    94

    CORR

    050D

    VENDING

    015

    MECHANICAL

    41A

    BREAK/LOUNGE

    05

    OFFICE

    01

    X-FD

    X-FD

    X-FIRE PUMP

    3

    X-2" DRAIN

    X-4" FIRE RISER

    X-FHV

    4

    4

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONDEMOLITION PLAN -GROUND FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FPD100

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION DEMOLITION PLAN - GROUND FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    DISCONNECT AND REMOVE EXISTING 4" STANDPIPE AND 2" DRAINBETWEEN GROUND FLOOR AND ATTIC. PREPARE PIPING TO REMAINFOR RECONNECTION. EXISTING 4" STANDPIPE AND 2" DRAIN SHALLREMAIN ACTIVE UNTILL THE NEW RISERS ARE IN PLACE. THECONTRACTOR TO COORDINATE WITH OWNER PRIOR TO ANY WORKPERFORMED. PROVIDE WRITTEN NOTIFICATION AT LEAST 10 DAYS INADVANCE DESCRIBING THE WORK TO BE DONE, DATE AND DURATIONOF UTILITY SHUT-DOWN, AND CONTACT PERSON. THE OWNER WILLCOORDINATE ANY LOCKOUT/TAGOUT PROCEDURES AND SHALLSUPERVISE SHUTDOWN OF ANY UTILITIES. NOTE THAT THE WORKZONE IS WITHIN AN AREA OF CONTINUED SERVICE AND MAY REQUIREWORK TO BE DONE AFTER NORMAL WORK HOURS. A FIRE WATCHWILL BE REQUIRED DURING SYSTEM DOWNTIME. CONTRACTOR ISRESPONSIBLE FOR FIRE ALARM SYSTEM DEACTIVATION ANDACTIVATION ASSOCIATED WITH THE SPRINKLER SYSTEM TAMPERAND FLOW SWITCH.

    DISCONNECT AND REMOVE EXISTING SPRINKLER ZONE VALVE WITHTEMPER SWITCH AND FLOW SWITCH. SEE NEW PLANS FOR LOCATIONOF NEW SPRINKLER ZONE VALVE ASSEMBLY

    EXISTING 2" DRAIN PIPING DN. TO FLOOR DRAIN IN BASEMENT TOREMAIN. RECONNECT TO NEW RISER. DISCONNECT AND REMOVEEXISTING INSPECTOR'S TEST AND DRAIN VALVE LOCATED INBASEMENT. SEE NEW PLANS FOR LOCATION OF NEW INSPECTOR'STEST AND DRAIN VALVE.

    DISCONNECT AND REMOVE EXISTING FIRE PIPING, AS SHOWN.PREPARE PIPING TO REMAIN FOR RECONNECTION. THECONTRACTOR TO COORDINATE WITH OWNER PRIOR TO ANY WORKPERFORMED. PROVIDE WRITTEN NOTIFICATION AT LEAST 10 DAYS INADVANCE DESCRIBING THE WORK TO BE DONE, DATE AND DURATIONOF UTILITY SHUT-DOWN, AND CONTACT PERSON. THE OWNER WILLCOORDINATE ANY LOCKOUT/TAGOUT PROCEDURES AND SHALLSUPERVISE SHUTDOWN OF ANY UTILITIES. NOTE THAT THE WORKZONE IS WITHIN AN AREA OF CONTINUED SERVICE AND MAY REQUIREWORK TO BE DONE AFTER NORMAL WORK HOURS. A FIRE WATCHWILL BE REQUIRED DURING SYSTEM DOWNTIME. CONTRACTOR ISRESPONSIBLE FOR FIRE ALARM SYSTEM DEACTIVATION ANDACTIVATION ASSOCIATED WITH THE SPRINKLER SYSTEM TAMPERAND FLOW SWITCH.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

    4

  • DN

    DN

    UP

    DN

    UP

    DN

    DN

    DN

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    2 1/2" XSPR

    2 1/

    2" X

    SPR

    2 1/2" XSPR

    1

    2

    3

    3

    CORR

    150G

    STAIR 3

    100A

    SEMINAR

    106

    SEMINAR

    105

    STUDENT LOUNGE

    104

    COUNTER

    103A

    IT

    110

    OFFICE

    109A

    OFFICE

    109B

    OFFICE

    109E

    OFFICE

    109F

    OFFICE

    109G

    OFFICE

    109J

    OFFICE

    109L

    OFFICE

    109M

    SEMINAR

    102

    BOARD ROOM

    101

    PREP

    101A

    PREP

    101B

    ENTRY

    100

    OFFICE

    100L

    OFFICE

    100K

    OFFICE

    100JOFFICE

    100I

    OFFICE

    100H

    CONFERENCE

    100P

    WORK ROOM

    100N

    OFFICE

    100G

    OFFICE

    100F

    OFFICE

    100E

    OFFICE

    100D

    OFFICE

    100B

    DEAN'S OFFICE

    100C

    RECEPTION/WAITING

    100 OFFICE

    100S

    OFFICE

    100R

    SEMINAR/CONFERENCE

    114

    OFFICE

    115I

    OFFICE

    115H

    OFFICE

    115G

    OFFICE

    115F

    OFFICE

    115J

    OFFICE

    115K

    OFFICE

    109

    TELECOM

    111

    OFFICE

    108A

    OFFICE

    108B

    OFFICE

    115D

    OFFICE

    115E

    OFFICE

    115BCOPY/WORK

    115A

    OFFICE

    109G

    LECTURE HALL

    116

    STAIR

    194CORR

    150E

    CORR

    100

    CORR

    115

    STOR.

    112A

    STAIR 1

    032

    MEN'S

    112

    WOMEN'S TOILET

    113

    CORR

    150C

    CORR

    150G

    BREAK ROOM

    115C

    33

    X-4" FIRE RISER

    X-FHV

    X-4" FIRE RISER

    X-FHV

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONDEMOLITION PLAN -FIRST FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FPD101

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION DEMOLITION PLAN - FIRST FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    DISCONNECT AND REMOVE EXISTING 4"STANDPIPE AND 2" DRAIN BETWEEN GROUNDFLOOR AND ATTIC. PREPARE PIPING TO REMAINFOR RECONNECTION. EXISTING 4" STANDPIPEAND 2" DRAIN SHALL REMAIN ACTIVE UNTILL THENEW RISERS ARE IN PLACE. THE CONTRACTORTO COORDINATE WITH OWNER PRIOR TO ANYWORK PERFORMED. PROVIDE WRITTENNOTIFICATION AT LEAST 10 DAYS IN ADVANCEDESCRIBING THE WORK TO BE DONE, DATE ANDDURATION OF UTILITY SHUT-DOWN, ANDCONTACT PERSON. THE OWNER WILLCOORDINATE ANY LOCKOUT/TAGOUTPROCEDURES AND SHALL SUPERVISESHUTDOWN OF ANY UTILITIES. NOTE THAT THEWORK ZONE IS WITHIN AN AREA OF CONTINUEDSERVICE AND MAY REQUIRE WORK TO BEDONE AFTER NORMAL WORK HOURS. A FIREWATCH WILL BE REQUIRED DURING SYSTEMDOWNTIME. CONTRACTOR IS RESPONSIBLEFOR FIRE ALARM SYSTEM DEACTIVATION ANDACTIVATION ASSOCIATED WITH THE SPRINKLERSYSTEM TAMPER AND FLOW SWITCH.

    DISCONNECT AND REMOVE EXISTINGSPRINKLER ZONE VALVE WITH TEMPER SWITCH,FLOW SWITCH AND DRAIN.

    DISCONNECT AND REMOVE EXISTINGSPRINKLER HEADS LOCATED IN AREA TO BERENOVATED AND ASSOCIATED PIPING BACK TOPOINT OF COMMON USE AND CAP.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

  • DN

    UP UP

    DN

    DNDN

    F.7

    F.7

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    10.110.1

    9.59.5

    8.78.7

    8.38.3

    2 1/2"

    1

    2

    5

    3

    3

    3

    3

    3

    3

    3

    3

    3

    3

    3

    3

    3

    3

    33

    3

    3

    3

    3

    3 3

    STAIR

    200A

    OFFICE

    202C

    OFFICE

    202B

    OFFICE

    202A

    LAB

    202

    SIMULATION

    201F

    SIMULATION

    201A

    CORRIDOR

    201SIMULATION

    201E

    SIMULATION

    201B

    SIMULATION

    201C

    SIMULATION

    201D

    CLASSROOM

    200

    SEMINAR ROOM

    213A

    SEMINAR ROOM

    213B

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212A

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212B

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212D

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212C

    5

    6

    4

    INACTIVE

    211A

    INACTIVE

    211B

    INACTIVE

    211C

    STAIR

    208D

    INACTIVE

    211

    STAIR

    200A

    SKILLS LAB

    204E

    OFFICE

    204D

    SKILLS LAB

    204

    OFFICE

    204A

    OFFICE

    204B

    OFFICE

    204C

    X-4" FIRE RISER

    X-FHV7

    X-4" FIRE RISER

    X-FHV

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONDEMOLITION PLAN -SECOND FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FPD102

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION DEMOLITION - SECOND FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    DISCONNECT AND REMOVE EXISTING 4" STANDPIPE AND 2" DRAINBETWEEN SECOND FLOOR AND ATTIC. PREPARE PIPING TO REMAINFOR RECONNECTION. EXISTING 4" STANDPIPE AND 2" DRAIN SHALLREMAIN ACTIVE UNTILL THE NEW RISERS ARE IN PLACE. THECONTRACTOR TO COORDINATE WITH OWNER PRIOR TO ANY WORKPERFORMED. PROVIDE WRITTEN NOTIFICATION AT LEAST 10 DAYS INADVANCE DESCRIBING THE WORK TO BE DONE, DATE AND DURATIONOF UTILITY SHUT-DOWN, AND CONTACT PERSON. THE OWNER WILLCOORDINATE ANY LOCKOUT/TAGOUT PROCEDURES AND SHALLSUPERVISE SHUTDOWN OF ANY UTILITIES. NOTE THAT THE WORK ZONEIS WITHIN AN AREA OF CONTINUED SERVICE AND MAY REQUIRE WORKTO BE DONE AFTER NORMAL WORK HOURS. A FIRE WATCH WILL BEREQUIRED DURING SYSTEM DOWNTIME. CONTRACTOR ISRESPONSIBLE FOR FIRE ALARM SYSTEM DEACTIVATION ANDACTIVATION ASSOCIATED WITH THE SPRINKLER SYSTEM TAMPER ANDFLOW SWITCH.

    DISCONNECT AND REMOVE EXISTING SPRINKLER ZONE VALVE WITHTEMPER SWITCH, FLOW SWITCH AND DRAIN.

    DISCONNECT AND REMOVE EXISTING SPRINKLER HEADS LOCATED INAREA TO BE RENOVATED AND ALL ASSOCIATED PIPING.

    DISCONNECT AND REMOVE EXISTING MAIN LOCATED IN THECORRIDOR.

    DISCONNECT ALL EXISTING PIPING SERVING ADJACENT AREA FROMTHE MAIN PIPING AND PREPARE PIPING FOR RECONNECTION TO NEWMAIN.

    DISCONNECT AND REMOVE EXISTING SPRINKLER HEADS LOCATED INOPEN AREA ADJACENT TO RENOVATED AND REPLACE WITH QUICK-RESPONSE TYPE.

    DISCONNECT, REMOVE AND RELOCATE EXISTING FIRE VALVECABINET. SEE NEW PLAN FOR NEW LOCATION.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

    4

    5

    6

    7

  • DN

    DN

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    12

    3

    3

    3

    3

    3

    3

    3

    OFFICE

    303A

    OFFICE

    303B

    LAB

    303C

    LAB

    303

    LAB

    302B

    OFFICE

    302A

    LAB

    302

    TELECOM

    304B

    LAB

    304

    OFFICE

    316

    OFFICE

    315

    OFFICE

    313

    OFFICE

    312

    OFFICE

    311

    OFFICE

    310

    LAB

    314

    INACTIVE

    320C

    COLD ROOM

    323

    OPEN OFFICE AREA

    321

    CONFERENCE ROOM

    321BOFFICE

    321A

    OFFICE

    322

    OFFICE

    324

    OFFICE

    325

    OFFICE

    326OFFICE

    327Room

    215

    Room

    214

    Room

    213

    LAB

    308 STAIR

    319A

    OFFICE

    319

    OFFICE

    318

    OFFICE

    317

    X-4" FIRE RISER

    X-FHV

    X-4" FIRE RISERX-FHV

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONDEMOLITION PLAN -THIRD FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FPD103

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION DEMOLITION PLAN - THIRD FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    DISCONNECT AND REMOVE EXISTING 4"STANDPIPE AND 2" DRAIN BETWEEN THIRDFLOOR AND ATTIC. PREPARE PIPING TO REMAINFOR RECONNECTION. EXISTING 4" STANDPIPEAND 2" DRAIN SHALL REMAIN ACTIVE UNTILL THENEW RISERS ARE IN PLACE. THE CONTRACTORTO COORDINATE WITH OWNER PRIOR TO ANYWORK PERFORMED. PROVIDE WRITTENNOTIFICATION AT LEAST 10 DAYS IN ADVANCEDESCRIBING THE WORK TO BE DONE, DATE ANDDURATION OF UTILITY SHUT-DOWN, ANDCONTACT PERSON. THE OWNER WILLCOORDINATE ANY LOCKOUT/TAGOUTPROCEDURES AND SHALL SUPERVISESHUTDOWN OF ANY UTILITIES. NOTE THAT THEWORK ZONE IS WITHIN AN AREA OF CONTINUEDSERVICE AND MAY REQUIRE WORK TO BE DONEAFTER NORMAL WORK HOURS. A FIRE WATCHWILL BE REQUIRED DURING SYSTEM DOWNTIME.CONTRACTOR IS RESPONSIBLE FOR FIRE ALARMSYSTEM DEACTIVATION AND ACTIVATIONASSOCIATED WITH THE SPRINKLER SYSTEMTAMPER AND FLOW SWITCH.

    DISCONNECT AND REMOVE EXISTING SPRINKLERZONE VALVE WITH TEMPER SWITCH, FLOWSWITCH AND DRAIN.

    DISCONNECT AND REMOVE EXISTING SPRINKLERHEADS LOCATED IN AREA TO BE RENOVATEDAND ASSOCIATED PIPING BACK TO POINT OFCOMMON USE AND CAP.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

  • 7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    1

    3

    4" XSPR4" XSPR

    4" XSPR 4" XSPR

    4" X

    SPR

    2

    4

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONDEMOLITION PLAN -ATTIC FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FPD104

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION DEMOLITION PLAN - ATTIC FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    DISCONNECT AND REMOVE EXISTING 4" STANDPIPE AND2" DRAIN. PREPARE PIPING TO REMAIN FORRECONNECTION. EXISTING 4" STANDPIPE AND 2" DRAINSHALL REMAIN ACTIVE UNTILL THE NEW RISERS ARE INPLACE. THE CONTRACTOR TO COORDINATE WITH OWNERPRIOR TO ANY WORK PERFORMED. PROVIDE WRITTENNOTIFICATION AT LEAST 10 DAYS IN ADVANCEDESCRIBING THE WORK TO BE DONE, DATE ANDDURATION OF UTILITY SHUT-DOWN, AND CONTACTPERSON. THE OWNER WILL COORDINATE ANYLOCKOUT/TAGOUT PROCEDURES AND SHALL SUPERVISESHUTDOWN OF ANY UTILITIES. NOTE THAT THE WORKZONE IS WITHIN AN AREA OF CONTINUED SERVICE ANDMAY REQUIRE WORK TO BE DONE AFTER NORMAL WORKHOURS. A FIRE WATCH WILL BE REQUIRED DURINGSYSTEM DOWNTIME. CONTRACTOR IS RESPONSIBLE FORFIRE ALARM SYSTEM DEACTIVATION AND ACTIVATIONASSO

    DISCONNECT AND REMOVE EXISTING 2 1-2"FDV.

    DISCONNECT AND REMOVE EXISTING SPRINKLER ZONEVALVE WITH TEMPER SWITCH, FLOW SWITCH AND DRAIN.

    DISCONNECT AND REMOVE EXISTING SIDEWALLSPRINKLER LOCATED INSIDE THE STAIRS. REMOVEASSOCIATED PIPING BACK TO POINT OF COMMON USEAND CAP.

    4

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

  • DN

    UP

    DN

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    E2E2

    E3E3

    1

    1

    1

    1

    LAB

    314

    LAB

    308

    ALT. 2 PROJECT LIMITS

    LAB

    308

    COLD ROOM

    323

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    2 1/2" XSPR

    11

    SEMINAR/CONFERENCE

    114

    OFFICE

    115I

    OFFICE

    115H

    OFFICE

    115G

    OFFICE

    115F

    OFFICE

    115J

    OFFICE

    115K

    OFFICE

    115D

    OFFICE

    115E

    OFFICE

    115BCOPY/WORK

    115A

    ALT. 3 PROJECT LIMITS

    LECTURE HALL

    116

    STAIR

    194

    ALT. 3 PROJECT LIMITS

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    ALTERNATE 2 THIRDFLOOR AND ALT 3FIRST FLOOR PLANDEMOLITION

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FPD900

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION DEMOLITION PLAN - ALT. - 2 THIRD FLOOR

    1

    Sheet Keynotes:

    DISCONNECT AND REMOVE EXISTINGSPRINKLER HEADS LOCATED IN AREA TO BERENOVATED. CAP OR PREPARE PIPING FORRECONNECTION TO NEW SPRINKLER.

    0

    GRAPHIC SCALE IN FEET

    4 1688

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

    1/8" = 1'-0"2FIRE PROTECTION DEMOLITION PLAN - ALT. 3 FIRST FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

  • UP

    UP

    UP

    DNUP

    SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZSZ

    SZ

    SZ

    SZ

    SZ

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    X-4" SPR

    X-4" SPR

    X-2 1/2" SPR

    X-2 1/2" SPR

    X-4" SPRX-6" F

    1

    2

    3

    4

    UTILITY

    000H

    UTILITYORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    5FP500

    X- FIREPUMP

    BASEMENT

    X-2" DRAIN

    X-FD

    X-FD

    EXISTINGISOLATIONVALVESUPERVISED

    CRAWL SPACE

    31

    OFFICE

    030B

    OFFICE

    030C

    OFFICE

    030AOFFICE

    030

    OFFICE

    029D

    OFFICE

    029C

    OFFICE

    008A

    OFFICE

    007A

    FILING

    007

    OFFICE

    009

    OFFICE

    010

    WORK

    029B

    OFFICE

    029

    OFFICE

    029A

    SEMINAR

    028OFFICE

    027

    OFFICE

    026

    OFFICE

    025

    OFFICE

    024

    OFFICE

    023

    OFFICE

    022

    OFFICE

    021AOFFICE

    021B

    OFFICE

    021C

    WORK ROOM

    021D

    CORRIDOR

    021G

    OFFICE

    021F

    OFFICE

    021E

    RESEARCH OFFICE

    11SEMINAR

    014

    HOUSEKEEPING

    013

    OFFICE

    012OFFICE

    011

    MEN'S TOILET

    018

    WOMEN'S TOILET

    017

    A/V

    016A

    TELECOM

    004

    COMPUTER LAB

    003A

    INACTIVE

    16

    STAIR

    94

    VENDING

    015CORR

    050D

    MECHANICAL

    41A

    STORAGE

    12A

    X-2" DRAIN

    VENDING

    015

    MECHANICAL

    008

    2FP501

    3"SPR

    UTILITYORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    X-4" SPRX-2 1/2" SPR

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONPLAN - GROUNDFLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP100

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION FLOOR PLAN - GROUND FLOOR

    1

    2

    3

    4

    0

    GRAPHIC SCALE IN FEET

    4 1688

    Sheet Keynotes:

    4" STANDPIPE AND 2" DRAIN UP.

    NEW SPRINKLER ZONE CONTROL VALVEWITH SPRINKLER FLOOR CONTROL VALVEWITH TAMPER SWITCH, CHECK VALVE,WATER FLOW SWITCH, PRESSURE GAUGEAND INSPECTOR'S TEST AND DRAIN WITHSIGHT GLASS LOCATED INSIDE THE ROOM.FRONT OF DOOR SHALL READ, "SPRINKLERZONE VALVE INSIDE".

    EXISTING 2" DRAIN PIPING DN. TO FLOORDRAIN IN BASEMENT.

    EXISTING 4" STANDPIPE WITH 2 1/2" FDV.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

  • DN

    DN

    UP

    DN

    UP

    DN

    DN

    DN

    DN

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZ

    SZ SZSZ SZ SZ SZ

    SZ

    SZ

    SZ SZ SZ

    SZ

    SZ

    SZ SZSZ

    SZ

    SZ

    SZ

    SZ SZSZ

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    X-2 1/2" SPRX-2 1/2" SPR

    X-2 1/2" SPR

    X-2 1/2" SPR

    X-2 1/2" SPR X-2 1/2" SPR1

    2

    3

    TOILETSLIGHT HAZARDDESIGN DENSITY: 0.10 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    CENTRAL STAIR

    191

    MEN'S TOILET

    112

    WOMEN'S TOILET

    113

    CORR

    150C

    1FP500

    STAIR 3

    100A

    OFFICE

    109E

    OFFICE

    109F

    OFFICE

    109G

    OFFICE

    109J

    OFFICE

    109L

    OFFICE

    109MOFFICE

    109G

    IT

    110

    OFFICE

    109A

    OFFICE

    109B

    OFFICE

    109

    TELECOM

    111

    SEMINAR

    106

    SEMINAR

    105

    STUDENT LOUNGE

    104

    COUNTER

    103A

    OFFICE

    108A

    OFFICE

    108B

    SEMINAR

    102

    BOARD ROOM

    101

    PREP

    101B

    PREP

    101A

    OFFICE

    100B

    RECEPTION/WAITING

    100

    DEAN'S OFFICE

    100C

    OFFICE

    100D

    OFFICE

    100EOFFICE

    100F

    OFFICE

    100G

    OFFICE

    100HOFFICE

    100I

    OFFICE

    100J

    OFFICE

    100K

    ENTRY

    100

    WORK ROOM

    100N

    CONFERENCE

    100P

    OFFICE

    100R

    OFFICE

    100S

    SEMINAR/CONFERENCE

    114

    OFFICE

    115J

    OFFICE

    115KCOPY/WORK

    115A

    OFFICE

    115B

    OFFICE

    115E

    OFFICE

    115D

    OFFICE

    115F

    OFFICE

    115G

    OFFICE

    115H

    OFFICE

    115I

    STAIR

    194

    LECTURE HALL

    116

    CORR

    115

    X-4" STANDPIPEWITH 2 1/2" FDV

    CORR

    150G

    OFFICE

    100L

    BREAK ROOM

    115CSTORAGEORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    STOR.

    112A

    3

    3

    2FP501

    X-4" FIRE RISER

    X-FHV

    3"SPR

    FIRE RATEDFVC CABINET

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONPLAN - FIRST FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP101

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION FLOOR PLAN - FIRST FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    4" STANDPIPE AND 2" DRAIN UP AND DN.

    NEW SPRINKLER ZONE CONTROL VALVE WITHSPRINKLER FLOOR CONTROL VALVE WITHTAMPER SWITCH, CHECK VALVE, WATER FLOWSWITCH, PRESSURE GAUGE AND INSPECTOR'STEST AND DRAIN WITH SIGHT GLASS LOCATEDINSIDE THE ROOM. FRONT OF DOOR SHALLREAD, "SPRINKLER ZONE VALVE INSIDE".

    INSTALL NEW SPRINKLER HEADS PER NFPA 13.CONNECT TO EXISTING PIPING.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

  • DN

    UP UP

    DN

    DNDN

    SZ SZSZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ

    SZ SZSZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ

    SZ SZSZ SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ SZ SZ SZ SZ SZSZS

    ZS

    ZS

    ZS

    ZS

    ZS

    ZS

    Z

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZ

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    10.110.1

    9.59.5

    8.78.7

    8.38.3

    1

    2

    3

    3

    3

    3

    3

    3

    3

    3

    33

    333

    3

    3

    33

    3

    3

    3

    3

    3

    3

    333

    SECOND FLOOR SPRINKLER ZONELIGHT HAZARDDESIGN DENSITY: 0.10 GPM/SQ.FTDESIGN AREA: REMOTE 1,500 SQ.FT

    HOUSEKEEPINGORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    2FP501

    CONFERENCE

    203B

    OFFICE

    203A

    ANTEROOM

    204

    PARENTERALS

    204A PAR. TEST

    204B

    PAR. TEST

    204C

    CORR

    200BLOUNGE

    200C

    CORR

    200F

    WOMEN'S TOILET

    206A

    MEN'S TOILET

    206B

    JANITOR

    207D

    TOILET

    207C

    LACTATION

    207B

    SEMINAR

    208A

    SEMINAR

    208B

    CORR

    200J

    CORR

    200G

    STORAGE

    207E

    CORR

    200A

    RECYCLE

    200L

    CENTRAL STAIR

    291

    CLASSROOM

    209

    OFFICE

    201A

    SIMULATION

    205D

    SIMULATION

    205C

    SIMULATION

    205B

    SIMULATION

    205A

    SIMULATION

    205F

    SIMULATION

    205E

    CORR

    205

    STUDENT SPACE

    209A

    AV

    209B

    CORR

    200K

    CORR

    200N

    CORR

    200ESTAIR

    200A

    LAB

    202

    OFFICE

    202A

    OFFICE

    202B

    OFFICE

    202C

    CORRIDOR

    201

    SIMULATION

    201A

    SIMULATION

    201B

    SIMULATION

    201C

    SIMULATION

    201D

    SIMULATION

    201E

    SIMULATION

    201F

    CLASSROOM

    200

    SEMINAR ROOM

    213A

    SEMINAR ROOM

    213B

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212A

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212C

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212D

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212

    EDUCATIONALTECHNOLOGY &

    RESEARCH

    212B

    3

    3"SPR

    STORAGEORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    444

    3

    3

    STAIR

    208D

    X-4" STANDPIPEWITH 2 1/2" FDV

    3

    3

    3

    3

    3" SPR

    3"SPR

    FIRE RATEDFVC CABINET

    1FP500

    5X-4" FIRE RISER

    X-FHV

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONPLAN - SECONDFLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP102

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION FLOOR PLAN - SECOND FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    4" STANDPIPE AND 2" DRAIN UP AND DN.

    NEW SPRINKLER ZONE CONTROL VALVEWITH SPRINKLER FLOOR CONTROL VALVEWITH TAMPER SWITCH, CHECK VALVE,WATER FLOW SWITCH, PRESSURE GAUGEAND INSPECTOR'S TEST AND DRAIN WITHSIGHT GLASS LOCATED INSIDE THE CHASE.REFER TO ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR ACCESS DOORREQUIREMENTS. FRONT OF ACCESS DOORSHALL READ, "SPRINKLER ZONE VALVE".

    INSTALL NEW SPRINKLER HEADS AND PIPINGAS REQUIRED PER NFPA 13.

    RECONNECT ALL EXISTING PIPING THATWERE DISCONNECTED DURING THEDEMOLITON WORK TO NEW MAIN PIPING.

    RELOCATED FVC. RECONNECT TO EXISTINGFIRE RISER.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

    4

    5

  • DN

    DN

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ

    SZ

    SZ

    SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ

    SZ

    SZ

    SZ SZSZ

    SZ SZ

    SZ SZSZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    X-2 1/2" SPR1

    2

    2 1/

    2" S

    PR

    33

    3

    3

    3

    3

    3

    3

    TOILETSLIGHT HAZARDDESIGN DENSITY: 0.10 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    LACTATION

    309

    CORR

    300J

    JANITOR

    306

    TOILET

    307

    WOMEN'S TOILET

    308MEN'S TOILET

    305

    LABORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    HOUSEKEEPINGORDINARY HAZARD GROUP 1DESIGN DENSITY: 0.15 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    1FP500

    OFFICE

    303A

    OFFICE

    303B

    LAB

    303C

    LAB

    302B

    OFFICE

    302A

    LAB

    302

    LAB

    303

    Room

    213

    Room

    214

    Room

    215

    OFFICE

    327

    OFFICE

    326

    OFFICE

    325

    OFFICE

    324

    OFFICE

    322

    OFFICE

    321A

    CONFERENCE ROOM

    321B

    OPEN OFFICE AREA

    321

    COLD ROOM

    323INACTIVE

    320C

    OFFICE

    310

    OFFICE

    311

    OFFICE

    312

    OFFICE

    313

    OFFICE

    315

    OFFICE

    316

    LAB

    314

    CORR

    300F

    CENTRAL STAIR

    391

    TELECOM

    304B

    LAB

    304

    LAB

    308

    STAIR

    319A

    OFFICE

    319

    OFFICE

    318

    OFFICE

    317

    X-4" STANDPIPEWITH 2 1/2" FDV

    2FP501

    4

    X-4" FIRE RISER

    X-FHV

    3"SPR

    FIRE RATEDFVC CABINET

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONPLAN - THIRD FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP103

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION FLOOR PLAN - THIRD FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    4" STANDPIPE AND 2" DRAIN FROM BELOWAND 2" DRAIN UP.

    NEW SPRINKLER ZONE CONTROL VALVEWITH SPRINKLER FLOOR CONTROL VALVEWITH TAMPER SWITCH, CHECK VALVE,WATER FLOW SWITCH, PRESSURE GAUGEAND INSPECTOR'S TEST AND DRAIN WITHSIGHT GLASS LOCATED INSIDE THE CHASE.REFER TO ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR ACCESS DOORREQUIREMENTS. FRONT OF ACCESS DOORSHALL READ, "SPRINKLER ZONE VALVE".

    INSTALL NEW SPRINKLER HEADS AND PIPINGAS REQUIRED PER NFPA 13. CONNECT TOEXISTING MAIN PIPING.

    4" STANDPIPE UP.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

    4

  • 7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    EJ

    EJ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    4" XSPR4" XSPR

    4" XSPR 4" XSPR

    4" X

    SPR

    1

    2

    3

    4

    5

    4FP500

    1

    2FP501

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    FIRE PROTECTIONPLAN - ATTIC FLOOR

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP104

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION FLOOR PLAN - ATTIC FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1

    2

    3

    Sheet Keynotes:

    4" STANDPIPE AND 2" DRAIN FROM BELOW.

    NEW SPRINKLER FLOOR CONTROL VALVEWITH TAMPER SWITCH, FLOW CONTROLVALVE, PRESSURE GAUGE AND INSPECTOR'STEST AND DRAIN WITH SIGHT GLASS.

    NEW 2 1/2" FIRE DEPARTMENT VALVE (FDV).

    INSTALL NEW SIDEWALL SPRINKLER HEAD.CONNECT TO EXISTING SYSTEM.

    INSTALL NEW SPRINKLER HEADS AND PIPINGAS REQUIRED PER NFPA 13. CONNECT TOEXISTING MAIN PIPING. TYP. FOR ENTIREAREA.

    4

    5

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

  • HANGER INSTALLATION REQUIREMENTS

    MAXIMUM DISTANCE BETWEEN HANGERS

    4"-12" Under UnobstructedConstruction (Typical)

    15' 0"15' 0"12' 0" 15' 0" 15' 0" 15' 0" 15' 0"12' 0"N/ASTEEL PIPE (10/ 40)

    1"-22" Under ObstructedConstruction (Typical)

    1"Under ObstructedConstruction (Typical)

    100 PSI STATIC PRESSURE ON SYSTEM REQUIRES UP-LIFT RESTRAINT WITHIN 12INCHES HORIZONTALLY OF HEAD FOR ARM-OVERS AND END OF BRANCH LINE.

    THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ONTHE LINE SHALL NOT EXCEED 36" FOR 1" PIPE, 48" FOR 1-1/4" PIPE AND 60" FOR1-1/2" PIPE OR LARGER.

    THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO ASPRINKLER, SPRINKLER DROP, OR SPRIG-UP SHALL NOT EXCEED 24".

    NOMINAL PIPE SIZE 1" 1-1/2"1-1/4" 2" 2-1/2" 3" 6"4"3/4"

    FINISHED FLOOR

    36"-60"

    2-1/2" SUPPLY

    2-1/2" FIRE DEPARTMENT HOSE VALVE WITHCAP AND CHAIN. CHAPEL HILL THREADS.

    MODEL 300 MICHIGANTOP BEAM C-CLAMP OREQUAL W/LOCK NUT

    ALL THREADROD

    STEEL I-BEAMOR BAR JOIST

    PIPE

    SWIVEL RING

    TOP BEAM C-CLAMP

    4" STANDPIPE

    2" DRAIN

    FIRE HOSE VALVE

    FINISHED FLOOR

    CHECKVALVE

    PRESSUREGAUGE

    FLOW SWITCH

    INSPECTORS TEST ANDDRAIN VALVE WITH SIGHTGLASS

    SHUTOFF VALVE WITHTAMPER SWITCHCONNECTION TO FIREALARM SYSTEM BYELECTRICAL CONTRACTOR

    PRESSURE RELIEF VALVE

    PRESSUREGAUGE

    FIRE SUPPLY

    SPRINKLER FLOORCONTROL VALVE WITHTAMPER SWITCH.CONNECTION TO FIREALARM SYSTEM BYELECTRICALCONTRACTOR

    SPRINKLERSUPPLY TOWET ZONE

    DRAIN

    DRAIN TOFLOOR DRAIN INBASEMENT

    DRAIN TOFLOOR DRAININ BASEMENT

    CHECKVALVE

    FLOW SWITCH

    INSPECTORS TEST AND DRAINVALVE WITH SIGHT GLASS

    PRESSURE RELIEF VALVE

    PRESSUREGAUGE

    4" STANDPIPE

    2" DRAIN

    FINISHED FLOOR

    INSPECTORS TEST ANDDRAIN VALVE WITH SIGHTGLASS

    PRESSUREGAUGE

    FLOW SWITCH

    SHUTOFF VALVEWITH TAMPERSWITCHCONNECTION TOFIRE ALARMSYSTEM BYELECTRICALCONTRACTOR

    CHECK VALVE

    PRESSURE RELIEF VALVE

    FIRE HOSE VALVE

    2 1/2" HOSE VALVECONNECTION

    FIRE RATEDVALVECABINET

    TO SYSTEM

    NOTES:1. PROVIDE MINIMUM OF 3 PER SPRINKLER ZONE TO DRAIN AND ALLOW AIR TO ENTER PIPING.2. PROVIDE DRAIN AT BASE OF ALL STANDPIPE AND RISER ISOLATION VALVES.

    ACOUSTICAL CEILING

    1" MIN. SIZE

    BALL VALVE

    ELBOW DOWN

    THREAD ADAPTER NPT TO HOSE

    HOSE THREAD CAP

    CEILING

    FLOOR SLAB

    SWING JOINT ORRETURN BEND

    1" SUPPLY PIPE

    1" x 1/2" REDUCTION COUPLING

    TO SPRINKLERSUPPLY PIPING

    SPRINKLER HEAD

    VARIES

    FIRE PIPE

    THREADED PLUG

    BALL VALVE

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    As indicated

    FIRE PROTECTIONDETAILS

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP500

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    NTS2HANGER INSTALLATION TABLE

    NTS3EXPOSED FIRE DEPARTMENT VALVE

    NTS6TYPICAL PIPE HANGER DETAIL

    NTS4FLOOR CONTROL VALVE- ATTIC

    NOT TO SCALE5FLOOR CONTROL VALVE - GROUND FLOOR

    NTS1FLOOR CONTROL VALVE

    NOT TO SCALE7AUXILIARY DRAIN

    NOT TO SCALE8RECESSED PENDANT SPRINKLER CONNECTION

    NOT TO SCALE9LOW POINT DRAIN

  • 1. Floor or Wall Assembly Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 30-7/8 in. (784 mm).

    See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

    2. Through-Penetrant One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe or conduit and periphery ofopening shall be min 0 in. to max 7/8 in. (22 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used:

    A. Steel Pipe Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

    B. Iron Pipe Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

    C. Copper Pipe Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

    D. Copper Tubing Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

    E. Conduit Nom 6 in. (152 mm) diam (or smaller) steel conduit.

    F. Conduit Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT).

    3. Fill, Void or Cavity Material* Sealant Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point contact location between pipe and concrete, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall.

    HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS-ONE Sealant or FS-ONE MAX Intumescent Sealant

    * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the ULor cUL Certification (such as Canada), respectively.

    File Name=XHEZ.C-AJ-1291Through-penetration Firestop Systems

    Copyright January 07, 2015 Underwriters Laboratories, Inc.Reprinted from the UL Online Certifications Directory with

    permission from Underwriters Laboratories Inc.

    System No. C-AJ-1291January 07, 2015F Rating -- 2 HrT Rating -- 0 Hr

    4" STANDPIPE2" DRAIN

    2 1/2" FIRE HOSEVALVE INSIDE A FIRERATED CABINET (TYP) SHUT OFF VALVE WITH

    TAMPER SWITCH.CONNECTION TO FIRE ALARMSYSTEM BY ELECTRICALCONTRACTOR (TYP)

    CHECK VALVE (TYP)

    FLOW SWITCH (TYP)

    PRESSUREGAUGE (TYP)

    INSPECTOR TEST, DRAINVALVE AND PRESSURERELIEF VALVE (TYP)

    TO SYSTEM(TYP)

    3" SPR

    3" SPR

    THIRD FLOOR

    SECOND FLOOR

    FIRST FLOOR

    X-2 1/2" SPR

    3" SPR

    X-2 1/2" SPR

    INSPECTOR TEST, DRAINVALVE, PRESSUREGAUGE AND PRESSURERELIEF VALVE

    GROUND FLOOR

    X-2 1/2" SPR

    X-2 1/2" SPR

    3" SPR

    2" DRAIN

    2" DRAIN

    X-2" DRAIN

    ATTIC

    4" STANDPIPE

    2" DRAIN

    X-4" SPR

    X-4" SPR

    2 1/2" FIRE HOSEVALVE IN ATTIC

    PRESSUREGAUGE

    TO FLOORDRAIN

    CENTRALSTAIR

    391

    SHUT OFF VALVE WITHTAMPER SWITCH.

    FLOW SWITCH

    4"SPR

    X-FD

    X-FD

    MECHANICAL41A

    MECHANICAL41A

    X-6" F

    X-6" F

    X-FIRE PUMP

    X-2 1/2" SPR

    X-2 1/2" SPR

    4"F

    X-4"F

    X-2" DRAIN

    2" DRAIN

    4" STANDPIPE

    X-2 1/2" SPR

    GROUND FLOOR

    FIRST FLOOR

    SECOND FLOOR

    GROUNDFLOOR

    MECHANICAL41A

    2" DRAIN

    CENTRALSTAIR

    391

    CENTRALSTAIR

    391

    CENTRALSTAIR

    391

    UTILITY000H

    THIRD FLOOR

    ATTIC

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    NOT TO SCALE

    FIRE PROTECTIONDETAILS

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP501

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    NOT TO SCALE1METAL PIPE THROUGH CONCRETE FLOOR/WALL OR BLOCK WALL

    2STANDPIPE DETAIL

  • SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ SZ SZ SZ SZ

    SZ SZSZ SZSZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ SZ SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ

    SZ

    DN

    UP

    SZ SZSZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ SZ SZ SZ

    SZ SZSZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ

    SZ SZSZ SZ SZ

    SZ

    SZ

    SZ

    SZ SZ

    SZ

    SZ

    SZ

    SZ SZ

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    E2E2

    E3E3

    ALT. 2 PROJECT LIMITS

    1

    11

    1

    11

    THIRD FLOOR OFFICE AREALIGHT HAZARDDESIGN DENSITY: 0.10 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    OFFICE

    308A

    OFFICE

    308B

    OFFICE

    308C

    CONFERENCE

    308D

    OFFICE

    323B

    ?

    ?

    CORR

    300J

    CORR

    300J

    EK

    EK

    EL

    EL

    EM

    EM

    EN

    EN

    EP

    EP

    EQ

    EQ

    ER

    ER

    E1E1

    E2E2

    E3E3

    X-2 1/2" SPR

    X-2 1/2" SPR

    X-2 1/2" SPR X-2 1/2" SPR

    1 1 1

    1

    1

    1

    1

    OFFICE AREALIGHT HAZARDDESIGN DENSITY: 0.10 GPM/SQ.FTDESIGN AREA: REMOTE 1,500SQ.FT

    SEMINAR/CONFERENCE

    114

    OFFICE

    115J

    OFFICE

    115KCOPY/WORK

    115A

    OFFICE

    115B

    OFFICE

    115E

    OFFICE

    115D

    OFFICE

    115F

    OFFICE

    115G

    OFFICE

    115H

    ALT. 3 PROJECT LIMITS

    1

    OFFICE

    116IENTRY

    116A

    CORR

    116L

    OFFICE

    116F

    OFFICE

    116G

    OFFICE

    116H

    STAIR

    194

    1

    11

    1

    ALT. 3 PROJECT LIMITS

    TOILETLIGHT HAZARDDESIGN DENSITY: 0.10 GPM/SQ.FTDESIGN AREA: ENTIRE AREA

    1

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/8" = 1'-0"

    ALTERNATE 2 THIRDFLOOR AND ALT 3FIRST FLOOR PLAN

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    FP900

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

    1/8" = 1'-0"1FIRE PROTECTION FLOOR PLAN - ALT. 2 THIRD FLOOR

    1

    Sheet Keynotes:

    INSTALL NEW SPRINKLER HEADS PERNFPA 13. CONNECT TO EXISTING PIPING.

    FLOOR PLAN LEGEND1 - HOUR FIRE BARRIER

    2 - HOUR FIRE BARRIER

    4 - HOUR FIRE BARRIER

    0

    GRAPHIC SCALE IN FEET

    4 1688

    1/8" = 1'-0"2FIRE PROTECTION FLOOR PLAN - ALT. 3 FIRST FLOOR

    0

    GRAPHIC SCALE IN FEET

    4 1688

  • PIPING SYMBOLS AND ABBREVIATIONS

    PIPE FITTINGS

    FLANGE

    UNION

    ANCHOR

    PIPE GUIDE

    PIPE SLEEVE

    ECCENTRIC REDUCER

    CONCENTRIC REDUCER

    PIPE CAP

    SOIL, STORM, OR WASTE PLUG

    TEE UP

    TEE DOWN

    ELBOW UP

    ELBOW DOWN

    DRAINS AND CLEANOUTS

    FLOOR DRAIN/FLOOR SINK

    ROOF DRAIN

    HUB DRAIN

    CLEANOUT

    FIXTURE WASTE TRAP

    FIXTURE INSTALLATION

    SHOWER HEAD

    SHOWER VALVE

    DRINKING FOUNTAIN

    LAVATORY

    URINAL

    WATER CLOSET FLOOR TO RIM 15"

    FLOOR TO RIM 24"

    FLOOR TO RIM 31"

    FLOOR TO SPOUT 43" MAX

    FLOOR TO VALVE 48"

    FLOOR TO HEAD 78" VARIES

    FLOOR CLEANOUT

    FIXTURE BARRIER FREE DESIGN NON-BARRIER FREE

    FLOOR TO HEAD 60" ON HOSE ADJ. 48"

    FLOOR TO VALVE 42"

    FLOOR TO RIM 17" MIN. ONE PER ROOM

    FLOOR TO RIM 17"

    FLOOR TO RIM 34" MAX. FLOORTO UNDER APRON 27"

    FLOOR TO SPOUT 36" MAX. FLOORTO UNDER APRON 27"

    PIPING SYSTEM LABELS

    GATE VALVE

    BALL VALVE

    BUTTERFLY VALVE

    MECHANICAL SHOCKSTOP

    SOLENOID VALVE

    CHECK VALVE

    PRESSURE OR VACUUM SWITCH

    BALANCING VALVE

    FLOW SENSING DEVICE

    PRESSURE RELIEF VALVE

    PIPELINE STRAINER

    PIPE FLEXIBLE CONNECTION

    EXPANSION JOINT

    PRESSURE REDUCING VALVE

    PIPE VALVES AND SPECIALTIES

    THERMOSTATIC MIXING VALVE

    ABBREVIATIONS

    REDUCED PRESSUREBACKFLOW PREVENTER

    GAS SHUT OFF VALVE

    BACKWATER VALVE

    ZONE VALVE BOXLABEL IS SHOWN ON FRONTOF VALVE BOX TO INDICATEORIENTATION

    AREA OR MASTER ALARM PANELLABEL IS SHOWN ON FRONTOF PANEL TO INDICATEORIENTATION

    DIAPHRAGM VALVE

    DOUBLE CHECKBACKFLOW PREVENTER

    DOMESTIC COLD WATER

    DOMESTIC HOT WATER

    DOMESTIC HOT WATER RETURN

    COLD SOFT WATER

    HEAT TRACE HOT WATER

    NON-POTABLE WATER

    DEIONIZED WATER INDIRECT WASTE

    CLEARWATER WASTE

    FORCE MAIN

    STORM

    SUBSOIL DRAIN LINE

    SANITARY

    PURE WATER

    REVERSE OSMOSIS WATER SUPPLY

    X-CS

    X-HT

    X-NP

    X-DI

    X-PUW

    X-ROS

    TRAP FILLER LINEX-TF

    X-ROR REVERSE OSMOSIS WATER RETURN

    CORROSION RESISTANT WASTE

    X-SD

    X-S

    X-FM

    X-IW

    X-CWW

    X-CRW

    X-LA

    LAB VACUUM

    LAB COMPRESSED AIR

    WASTE GAS EVACUATIONX-WGE

    EXISTING DOUBLE LINE

    X-LVAC

    X-OD OVERFLOW DRAIN LINE

    X-DCW

    X-DHW

    X-DHR

    PROCESS COLD WATERX-PCW

    PROCESS HOT WATERX-PHW

    PROCESS HOT WATER RETURNX-PHR

    LAB COLD WATERX-LCW

    LAB HOT WATERX-LHW

    LAB HOT WATER RETURNX-LHR

    X-MA MEDICAL COMPRESSED AIR

    MEDICAL VACUUMX-MV

    X-CA PROCESS COMPRESSED AIR

    X-SAN

    WATER MAINX-W

    EXISTING DOUBLE LINE

    CS

    HT

    NP

    DI

    PUW

    ROS

    TF

    ROR

    SD

    S

    FM

    IW

    CWW

    CRW

    LA

    WGE

    LVAC

    OD

    DCW

    DHW

    DHR

    PCW

    PHW

    PHR

    LCW

    LHW

    LHR

    MA

    MV

    CA

    SAN

    W

    S

    ZVB

    AAP OR MAP

    BFP

    SINGLE LINE DOUBLE LINESINGLE LINE DOUBLE LINE

    SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE

    PIPE CLEANOUT

    45 PIPE RISE /DROP

    FILTER

    THERMOMETER

    PRESSURE GAUGE (WITH VALVE)

    HOSE BIBB

    WALL HYDRANT

    CS

    HT

    NP

    DI

    PUW

    ROS

    TF

    ROR

    SD

    S

    FM

    IW

    CWW

    CRW

    LA

    WGE

    NEW

    LVAC

    OD

    DCW

    DHW

    DHR

    PCW

    PHW

    PHR

    LCW

    LHW

    LHR

    MA

    MV

    CA

    SAN

    W

    NEW A - AIRAAP - AREA ALARM PANELACC - ACCESSACFM - ACTUAL CUBIC FEET PER MINUTEADB - ACID DILUTION BASINADJ - ADJUSTABLEAFF - ABOVE FINISHED FLOORALT - ALTERNATEAMPS - AMPERESAP - ACCESS PANELAPPROX - APPROXIMATEARCH - ARCHITECTURALASME - AMERICAN SOCIETY OF MECHANICAL ENGINEERSASSY - ASSEMBLY

    BHP - BRAKE HORSEPOWERBLDG - BUILDINGBOP - BOTTOM OF PIPE ELEVATIONBOT - BOTTOMBT - BATHTUBBTU - BRITISH THERMAL UNITBTUH - BRITISH THERMAL UNITS PER HOURBTWN - BETWEEN

    CA - COMPRESSED AIRCFCI - CONTRACTOR FUNRISHED CONTRACTOR INSTALLEDCFM - CUBIC FEET PER HOURCLG - CEILINGCMU - CONCRETE MASONRY UNITCO - CLEANOUTCO2 - CARBON DIOXIDECONN - CONNECTION / CONNECTCONTR - CONTRACTORCORR - CORRIDORCS - CLINICAL SINK / COLD SOFT WATERCTR - CENTERCU - COPPERCRVTR - CORROSIVE VENT THROUGH ROOFCWW - CLEARWATER WASTE

    D - DEPTH / DRAIN LINEDCW - DOMESTIC COLD WATERDET - DETAILDFU - DRAINAGE FIXTURE UNITDHR - DOMESTIC HOT WATER RETURNDHW - DOMESTIC HOT WATERDIA - DIAMETERDIM - DIMENSIONDISCH - DISCHARGEDN - DOWNDS - DOWNSPOUTDWG - DRAWING

    EA - EACHEEW - EMERGENCY EYEWASHEFF - EFFICENCYEJ - EXPANSION JOINTELEC - ELECTRICALELEV - ELEVATIONEQUIP - EQUIPMENTET - EXPANSION TANKETR - EXISTING TO REMAINES - EMERGENCY SHOWEREWC - ELECTRIC WATER COOLEREWT - ENTERING WATER TEMPERATUREEXP - EXPANSIONEXT - EXTERIOR

    F - FAHRENHEITFCO - FLOOR CLEANOUTFD - FLOOR DRAINFLA - FULL LOAD AMPERESFLR - FLOORFM - FORCE MAINFP - FIREPROOFFPM - FEET PER MINUTEFT - FEETFTHD - FEET HEADFTG - FOOTING

    G - GASGA - GAUGEGAL - GALLONGALV - GALVANIZEDGPH - GALLONS PER HOURGPM - GALLONS PER MINUTE

    L - LENGTHLA - LABORATORY AIRLAV - LAVATORYLBS - POUNDSLTG - LIGHTINGLV - LABORATORY VACUUMLWT - LEAVING WATER TEMPERATURE

    MAP - MASTER ALARM PANELMAX - MAXIMUMMB - MOP BASINMBH - ONE THOUSAND BTUHMEZZ - MEZZANINEMFR - MANUFACTURERMH - MANHOLEMIN - MINIMUM/MINUTEMISC - MISCELLANEOUSMTD - MOUNTEDMTG - MOUNTING

    NC - NORMALLY CLOSEDNIC - NOT IN CONTRACTNO - NUMBERNOM - NOMINALNPSH - NET POSITIVE SUCTION HEADNPT - NATIONAL PIPE THREADNTS - NOT TO SCALE

    OC - ON CENTEROD - OUTSIDE DIAMETER / OVERFLOW DRAINOFCI - OWNER FURNISHED CONTRACTOR INSTALLEDOFOI - OWNER FURNISHED OWNER INSTALLED

    P - PUMPPH - PHASEPIV - POST INDICATOR VALVEPLBG - PLUMBINGPRESS - PRESSUREPRV - PRESSURE REDUCING VALVEPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPSIG - POUNDS PER SQUARE INCH GAUGEPW - PURE WATER

    R - RADIUSRAD - REFRIGERATED AIR DRYERREC - RECESSEDRECPT - RECEPTACLEREF - REFERENCEREQD - REQUIREDRI - ROUGH-INRPM - REVOLUTIONS PER MINUTERV - RELIEF VALVE

    S - STORMSA - MECHANICAL SHOCK ARRESTORSAN - SANITARYSCH - SCHEDULESCFM - STANDARD CUBIC FEET PER MINUTESD - SUBSOIL DRAINSF - SQUARE FEET

    GAS REGULATOR VALVE

    NOTE: SYMBOLS AND ABBREVIATIONS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DONOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE CONTRACT DOCUMENTS.

    VALVE IN VERTICAL

    HB - HOSE BIBBHD - HUB DRAINHP - HORSEPOWERHR - HOSE REELHT - HEAT TRACE HOT WATERHTR - HEATERHVAC - HEATING VENTILATING & AIR CONDITIONINGHZ - HERTZ

    ID - INSIDE DIAMETERIE - INVERT ELEVATIONIN - INCHESIN WC - INCHES WATER COLUMNIW - INDIRECT WASTE

    KW - KILOWATT

    GW - GREASE WASTEGWV - GREASE WASTE VENT

    SANITARY VENT

    X-CWV

    X-CRV

    CLEARWATER VENT

    CORROSION RESISTANT VENT

    LAB WASTEX-LW

    X-V

    PROCESS WASTEX-PW

    CWV

    CRV

    LW

    V

    PW

    CWV

    CRV

    LW

    V

    PW

    NITROGENX-N2

    VACUUM CLEANINGX-VC

    HYDROGENX-H2

    OXYGENX-O2

    X-PV

    NATURAL GASX-NG

    X-LWV LAB WASTE VENT

    N2

    VC

    H2

    O2

    PV

    NG

    LWV

    N2

    VC

    H2

    O2

    PV

    NG

    LWV

    PROCESS VENT

    X-GWV GREASE WASTE VENTGWVGWV

    GREASE WASTEX-GW GWGW

    UNDERFLOOR FOR WASTE OR SOIL,SUBSOIL, STORM & FORCE MAIN

    REFER

    #

    SHT #

    #

    X0.0

    #

    X0.0

    NEW CONNECTION TO EXISTING

    REFERENCE SYMBOLS

    EQUIPMENT NAME AND NUMBER

    SHEET KEYNOTE NUMBER

    REVISION NUMBER

    ELEVATION SYMBOL

    NAME#

    #

    GENERAL REFERENCEDESIGNATES SHEET NUMBER

    DETAIL REFERENCETOP DESIGNATES SECTION NUMBERBOTTOM DESIGNATES SHEET NUMBER

    SHEET REFERENCETOP DESIGNATES SECTION NUMBERBOTTOM DESIGNATES SHEET NUMBER

    SOLAR GLYCOL SUPPLYX-SGS SGSSGS

    SOLAR GLYCOL RETURNX-SGR SGRSGR

    SH - SHOWERSHT - SHEETSPEC - SPECIFICATIONSQ - SQUARESR - SERVICE RECEPTORS/S - STAINLESS STEELSTD - STANDARDSTRM - STORMSTRU - STRUCTURAL / STRUCTURESUCT - SUCTION

    TD - TRENCH DRAINTDH - TOTAL DYNAMIC HEADTEMP - TEMPERATURETMV - THERMOSTATIC MIXING VALVETOB - TOP OF BEAMTOD - TOP OF DECKTOJ - TOP OF JOISTTOS - TOP OF SLAB/TOP OF STEELTF - TRAP FILLERTP - TRAP PRIMERTYP - TYPICAL

    UR - URINAL

    V - VENT / VACUUM / VOLTSVAC - VACUUMVEL - VELOCITYVFD - VARIABLE FREQUENCY DRIVEVIB - VALVE-IN-BOX

    VOL - VOLUMEVTR - VENT THROUGH ROOF

    W - WASTE / WATERW/ - WITHW/O - WITHOUTWC - WATER CLOSETWCO - WALL CLEANOUTWGE - WASTE GAS EXHAUSTWH - WALL HYDRANTWSFU - WATER SUPPLY FIXTURE UNIT

    X - EXISTING

    VIV - VALVE-IN-VERTICAL

    SGS - SOLAR GLYCOL SUPPLYSGR - SOLAR GLYCOL RETURN

    THE CONTRACTOR SHALL VISIT THE BUILDING AND SITE,AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONSIN ORDER TO GAIN A FULL UNDERSTANDING OFREQUIREMENTS TO PERFORM DEMOLITION WORK WITHREGARDS TO EXISTING CONDITIONS. THECONTRACTOR SHALL OBSERVE AND INSPECT THESECONDITIONS PRIOR TO BEGINNING WORK AND SHALLPERFORM HIS WORK IN A MANNER TO ACCOMMODATETHE EXISTING CONDITIONS.

    CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELYFOR ANY UNDOCUMENTED PIPING, DUCTWORK, ORCONDUIT PREVENTING INSTALLATION OF NEW WORK.

    ALL EXISTING PIPING, DUCTWORK AND EQUIPMENTLOCATIONS SHOWN ARE BASED ON AVAILABLEINFORMATION AND FIELD OBSERVATION. CONTRACTORTO COORDINATE WITH OWNER FOR ANY UTILITYSHUTDOWNS REQUIRED AND VERIFY EXACTLOCATIONS, ROUTINGS AND FIELD CONDITIONS.

    CONTRACTOR TO COORDINATE WITH OWNER PRIOR TOANY WORK PERFORMED OUTSIDE THE PROJECTBOUNDARY. PROVIDE WRITTEN NOTIFICATION AT LEAST10 DAYS IN ADVANCE OF WORK DESCRIBING THE WORKTO BE DONE, DATE AND DURATION OF UTILITY SHUT-DOWN, AND CONTACT PERSON. THE OWNER WILLCOORDINATE ANY LOCKOUT/TAGOUT PROCEDURES ANDSHALL SUPERVISE SHUTDOWN OF ANY UTILITIES. NOTETHAT THE WORK ZONE IS WITHIN AN AREA OFCONTINUED SERVICE AND MAY REQUIRE WORK TO BEDONE AFTER NORMAL WORK HOURS.

    WHERE CONTRACTOR REMOVES ANY PIPING,DUCTWORK, OR CONDUIT THROUGH EXISTING WALLSOR FLOORS CONTRACTOR SHALL BE RESPONSIBLE TOPATCH OPENINGS WITH MATERIALS TO MATCHSURROUNDING WALLS OR FLOORS.

    UNLESS NOTED OTHERWISE ALL FIXTURES INDICATEDTO BE REMOVED SHALL ALSO HAVE ALL ASSOCIATEDPIPING REMOVED BACK TO THE NEAREST HORIZONTALMAIN, RISER OR STACK CONNECTION AND CAPPED IN ACONCEALED LOCATION. UNDER NO CIRCUMSTANCESHALL AN EXISTING PIPE BE LEFT OPEN.

    ALL PIPING BEING REMOVED MUST BE TACKEN BACK TOPOINT OF COMMON USE AND CAPPED LEAVING NODEAD ENDS OVER 6".

    ALL WORK SHALL BE PHASED TO MINIMISE DISRUPTIONOF ALL EXISTING FACILITY OPERATIONS. PROVIDETEMPORARY CAPS AND CONNECTIONS AS REQUIRED TOMAINTAIN OPERATION OF EXISTING PLUMBINGSYSTEMS.

    1.

    2.

    3.

    4.

    5.

    6.

    7.

    8.

    GENERAL NOTESGENERAL DEMOLITION NOTES

    1.

    2.

    3.

    4.

    5.

    6.

    7.

    8.

    9.

    10.

    11.

    12.

    13.

    14.

    15.

    THE PIPING CONTRACTOR SHALL PROVIDE ALL NECESSARYOFFSETS, RISERS OR DROPS AS REQUIRED BY BUILDINGCONDITIONS AND SHALL COORDINATE THE INSTALLATION WITHALL OTHER TRADES.

    OFFSET PIPING WHERE REQUIRED TO ALLOW ADEQUATEACCESSIBILITY TO EQUIPMENT PROVIDED BY THIS CONTRACTORAND ALL OTHER TRADES.

    REFER TO ARCHITECTURAL DRAWINGS FOR ALL MILLWORK ANDDETAILS SHOWING EXACT LOCATIONS AND TYPE OF ALLFIXTURES AND TRIM.

    EACH DISCIPLINE SHALL COORDINATE EXACT LOCATIONS OFTHEIR WORK WITH ALL OTHER DISCIPLINES PRIOR TO ANDDURING INSTALLATION OF ALL SERVICES. ALL SYSTEMS SHALLBE INSTALLED IN COMPLIANCE WITH DESIGN INTENT WHILEMEETING ALL CODE REQUIREMENTS, EQUIPMENT CLEARANCEREQUIREMENTS, ACCESS SPACE REQUIREMENTS NECESSARYFOR MANUFACTURER SPECIFIED EQUIPMENT OPERATION, ANDOSHA COMPLIANCE FOR NORMAL BUILDING MAINTENANCE.

    COORDINATE AND SEAL AROUND ALL PIPING PENETRATIONSTHROUGH WALLS BASED ON THE REQUIRED SPECIFICATION FOREACH WALL TYPE. REFER TO ARCHITECTURAL PLANS FOR WALLTYPES AND DETAILS.

    THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND INVERTELEVATION OF EXISTING SANITARY PIPING PRIOR TOCONSTRUCTION AND INSURE THAT SANITARY PIPING CAN BEPROPERLY CONNECTED AND INSTALLED WITH MIN. SLOPE ASREQUIRED BY NC PLUMBING CODE.

    PLUMBING CONTRACTOR TO INSTALL THE ISOLATION VALVES NOMORE THAN 2'-0" ABOVE THE CEILING AND IN ACCESSIBLELOCATIONS. THE CONTRACTOR SHALL INSTALL ACCESS DOORSFOR SHUT OFF VALVES LOCATED ABOVE HARD CEILING.

    THE CONTRACTOR SHALL COORDINATE SINKS DIMENSIONS ANDSPACE REQUIREMENTS WITH ARCHITECTURAL CABINETS, ANDOBTAIN WRITTEN APPROVAL FROM CABINET FABRICATOR THATSINKS WILL FIT INTO CABINETS, PRIOR TO ORDERING SINKS.

    THE CONTRACTOR SHALL RECONNECT ANY EXISTINGFIXTURES/PIPING TO REMAIN WHERE THE EXISTING PIPING ISAFFECTED BY THE NEW OR DEMOLITION WORK.

    WHERE AFFECTED BY THE NEW OR DEMOLITION WORKCONTRACTOR SHALL RELOCATE ANY EXISTING PIPING,COMPONENTS OR SYSTEMS THAT ARE REQUIRED TO REMAIN INORDER TO KEEP EXISTING SYSTEMS OPERATIVE.

    THE CONTRACTOR SHALL COORDINATE ANY CORE DRILLS WITHTHE STRUCTURAL ENGINEER BEFORE DRILLING.

    CONSTRUCTION MANAGER SHALL COORDINATE ANYRELOCATION OF ANY EXISTING PIPING, DUCT, EQUIPMENT, ETC.TO REMAIN TO INSURE THAT SANITARY PIPING CAN BEPROPERLY CONNECTED AND INSTALLED WITH MIN. SLOPE ASREQUIRED BY NC PLUMBING CODE.

    ALL VOIDS LEFT IN FIRE RATED WALLS, FLOORS, CEILINGS ORROOFS AS A RESULT OF DEMOLITION SHALL BE PROPERLY FIRESTOPPED TO MAINTAIN RATING REQUIRED. PATCH AND PAINTALL FLOOR, WALL, CEILING OR OTHER FINISHED SURFACES WITHAPPROPRIATE MATERIALS. THIS WORK SHALL BE COORDINATEDWITH THE CONSTRUCTION MANAGER. ALL DEMOLISHEDMATERIALS AND EQUIPMENT SHALL BE REMOVED FROM THESITE AND PROPERLY DISPOSED OF.

    THE CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTIONSAS REQUIRED TO ACCOMODATE THE PHASING OFEQUIPMENT/PIPING REPLACEMENT.

    NO PIPING OR EQUIPMENT SHALL BE ABANDONED IN PLACE.

    N.P.T. FIXTURE UNITS

    155-330

    114-154

    61-113

    33-60

    12-32

    1-111/2"

    3/4"

    1"

    1-1/4"

    2"

    1-1/2"

    PDI SIZE

    A

    B

    C

    D

    F

    E

    SHOCK ARRESTOR SCHEDULE

    DIS - DI WATER SUPPLY

    DIR - DI WATER RETURN

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Civil / Site:

    NC Lic. No. C-2982

    NC Lic. No. C-2982

    TRUEPLAN

    1/2" = 1'-0"

    PLUMBING SYMBOLSAND ABBRAVIATIONS

    65741.00

    Beard Hall 2nd FloorRenovations

    04/19/18

    P000

    315 Beard Hall South Columbia St, ChapelHill, NC 27599

    CONSTRUCTION DOCUMENTS

    The University of North Carolina at Chapel

    Hill

    Facilities Planning and Design CBO 1080 Giles F.Horney Bldg Chapel Hill, NC 27599

    Holt Brothers, Inc.

    412 Fayetteville St Suite 1300 Raleigh, NC 27601

    LHC Structural Engineers

    1331 Sunday Dr, Suite 121, Raleigh, NC 27607

    (AEI) Affiliated Engineers, Inc

    1414 Raliegh Rd, Suite 305, Chapel Hill, NC 27517

    (AEI) Affiliated Engineers, Inc.

    1414 Raleigh Rd, Suite 305, Chapel Hill, NC 27517

    Civil Site Consultant Name

    Civil Site Consultant Address

  • UP

    UP

    DNUP

    X-2" DCWX-2" DHW

    X-3/4" DHR

    X-2" V

    X-1 1/2" DCWX-3/4" DHW

    X-3/4" DHR

    7.37.3

    G.1

    G.1

    EA

    EA

    EB

    EB

    EC

    EC

    ED

    ED

    EE

    EE

    EF

    EF

    EG

    EG

    EH

    EH

    E1E1

    E2E2

    E3E3

    E4E4

    9.59.5

    8.78.7

    8.38.3

    X-2" NG

    X-2" NG

    X-1" DHRX-2" DHW

    X- 4"W DN.

    X-2"

    X-4" X-4"

    X-1/2"

    X-1"DHR ANDX-2"NG UP

    1

    2

    3

    X-3/4" DHWX-1/2" DCW

    X-3/4" DHR

    X-2"WUNDERSLAB

    X- 4"WUNDERSLAB

    X-4"W ABOVECEILING

    CRAWL SPACE

    31

    COMPUTER LAB

    003A

    TELECOM

    004

    OFFICE

    008A

    OFFICE

    007A

    FILING

    007

    OFFICE

    009

    OFFICE

    030C

    OFFICE

    030B

    OFFICE

    030A

    OFFICE

    030

    OFFICE

    029D

    OFFICE

    029C

    WORK

    029B

    X-4"W FROMABOVE

    BREAK/LOUNGE

    05

    OFFICE

    01

    X-4"WUNDERSLAB

    /M

    AT

    CH

    LIN

    E -

    SE

    E1

    PD

    100B

    46

    1

    2

    3

    55

    5

    520 WEST SIXTH STREETCHARLOTTE, NC 28202T. 704.940.0501F. 704.362.4602

    SCALE:

    SEAL

    DRAWING TITLE:

    PROJECT TITLE:

    PROJECT No:

    DATENO.

    Owner:

    Construction Manager:

    Structural:

    Mechanical & Plumbing:

    Electrical:

    512 ST MARY'S STREETSUITE 105RALEIGH, NC 27605T. 919.835.9988F. 919.821.1474

    SCO ID#: 15-12467-02AUNC CIP: 607

    Ci