fire protection symbols and abbreviations · ifc - internation fire code in - inches jp ... auto...
TRANSCRIPT
-
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.
15.
16.
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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