HomeMy WebLinkAboutFP000 Fire Protection LegendSPRINKLER LEGEND
( NOT ALL SVMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF SPRWKLER DRAWINGS )
GENERAL SYMBOLS/ ABBR. GENERAL PIPING C
SVM80L ABBR DESCRIPTION SVMBOL ABBR �ESCRIPTION SVMBOL
SECTIONNQ (E) EXISTWGSPRMKLERPIPING ��
F (LIGHT SOLID LINE)
M _ _ _ EXISTINGSPRWKLERPIPING
SECTION VIEW SHEET NO. (R) TO BE REMOVED (DASHED �
LME)
�� SHEETKEVNOTES SP SPRWKLERPIPING �
— y
POINTOFCONN.(CONN.NEWTO ST STANDPIPEPIPING l
�-� POC EXISTWG) �I~
DR DRAIN
— %"— PIPE SIZE �
�� POD POINT OF DISCONNECTION
ARROW IN�ICATES DIRECTION
- OFFLOW
�P RISE IN DIRECTION OF FLOW
DN
OROP IN DIRECTION OF FLOW
DN OOWN
AFF ABOVEFINISHEDFLOOR
AFG ABOVEFINISHEDGRA�E
TOP TOP OF PIPE (AFF)
BOP BOT.OFPIPE(AFF)
LE. INVERTELEVATION
NTS NOTTOSCALE
(E) EXISTING
(R) REMOVE
FD FLOORDRAIN
O C. ON CENTER
SPR. SPRINKLER
SpFT SQUAREFEET
TEMP TEMPERATURE
MECHANICAUPLUMBING/
SPRINKLER/ELECTRICAL
COORDINATION REQUIREMENTS
FOR MECHANICAL PLUMBMG AND SPRINKLER
W UIPMENT AS INDICATED ON THE DIVISION 21, 22,
AND 23 DRAW INGS, THE DIVISION 21, 22 AND 23
CONTRACTORS SHALL COORDINATE W ITH DNISION 26
CONTRACTOR TO CONNECT ALL MECHANICAL AND
P W MBING E�UIPMENT INDICATED ON THE
MECHANICAL,PLUMBING ANDSPRWKLERORAWINGS.
COOROINATE FOR COMPLETE W IRING, STARTERS.
ANo oISCONNECTING MEANS FOR ALL MECHANICAL,
P W MBING AND SPRINKLER E�UIPMENT.
DCDA I DOUBLECHECKDETECTOR
ASSEMBLV
� �
o�Ll�
��^
W
TS
SVMBOL
���J
�I�
I�I
4 rs
�
Ts
�
�
C
�
�
�
�
VALVES
,BBR DESCRIPTION
DRAIN VALVE W/ HOSE END
DV CONN.
CHECK VALVE W/ INDICATION
CV OFFLOWDIRECTION
PRV PRESSURE REDUCING VALVE
BFV BUTTERFLVVALVE
BV BALLVALVE
TPR TEMPERATUREIPRESSURE
RELIEF VALVE
VALVE IN RISER
STRAWER WI BLOW-0FF &
STR CAPPEDHOSE-END
CONNECTION
GV GATE VALVE
OSBV OUTSIDESTEMANDVOKE
VALVE wITH TAMPER SW ITCH
FITTINGS
ABBR DESCRIPTION
EJ EXPANSIONJOINT
U UNION
FC FLEXIBLE PIPE CONNEQOR
FS FLOWSWITCH
PS PRESSURESWITCH
TS TAMPERSWITCH
PRESSURE GAUGE W/GAUGE
P� COCK
ELBOW UP
ELBOW DOWN
TEE UP
TEE DOWN
PIPE CAP OR PLUG
CR CONCENTRIC REDUCER
ER ECCENTRIC REDUCER
SPRINKLER HEAD SCHEDULE
REQ.
DESCRIPTION MANUFACTURER MODELNO. K-FACTOR PRESSURE MEA# REMARKS
(PSI)
�UICKRESPONSESIDEWALL RELIABLE FiFR 5.6 ] 258-9&E NONE
�UICK RESPONSE CONCEALED PEN�ANT RELIABLE GS-56 5.6 ] 258-93-E NONE
�UICK RESPONSE PENDANT RELIABLE FiFR 5.6 ] 258-9&E NONE
�UICK RESPONSE RECESSE� PENDANT RELIABLE FiFR 5.6 ] 258-93-E NONE
�UICK RESPONSE UPRIGHT RELIABLE FiFR 5.6 ] 258-9&E NONE
�UICK RESPONSE DRV HEADS RELIABLE F3qR 5.6 ] 258-9&E NONE
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
r
�u't��\i ��•r�fJilta/f �.
�
DATE: OH�Z5�2O
SVMBOL
�E
�p
0
0
UO
�
• EC
�o
�
0
•IT
�
HT
D
, EC
SPRINKLER HEADS
ABBR �ESCRIPTION
EXISTING HEAD TO REMAIN
R EXISTINGHEA�TO
BEREMOVE�
U UPRIGHT
UO UPRIGHTUNDEROBSTRUCT
CONCEALEDPENDANT
EC EXTENDEDCOVERAGE
CONCEALED PENDANT HEAD
p DRV CONCEALED PENDANT
HEA�
D DRV UPRIGHT HEAD
IT INTERMEDIATE TEMPERATURE
RATED HEAD
HT HIGHTEMPER4TURER4TED
HEAD
SIDEWALL HEAD
EXTENDEDCOVERA6E
SIDEWALL HEAD
FIRE PUMP ABBR.
SYMBOL ABBR �ESCRIPTION
FP FIRE PUMP
JP JOCKEVPUMP
FIRE PROTECTION ASSEMBLIES
SYMBOL ABBR DESCRIPTION
y SIA RRE DEPARTMENT
(SIAMESE) WNNECTION
� FCVA FLOOR CONTROL VALVE
ASSEMBLV
FHC FHC FIREHOSECABINET
FHV FHV FIRE HOSE VALVE
GENERAL FIRE PROTECTION CONTRACT REQUIREMENTS :
L FlRE PROTECTION DESIGN IS BASED ON A PERFORMANCE SPECIFlCATION.
2. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN ANO ENGW EERING OF ALL PROPOSED FIRE PROTECTION WORK AN� SHALL ACT
AS THE ENGINEER OF RECORO FOR THE PROJECT.
3. CONTRACTOR SHALL PROVIDE COMPLETE HVDRAULICALLV DESIGN W ET PIPE SPRINKLER SYSTEMS FOR THE AREAS INDICATED.
CONTRACTOR SHALL COORDINATE PROCURING ANV (HVDRANT) ROW TESTS RE�UIRED IN OR�ER TO COMPLETE HVDRAULIC
CALCULATIONS.
4. SPRINKLER HEAO L4VOUTS WILL BE SUBJECT TO ARCHITECT APPROVAL. AT MINIMUM ALL HEADS SHALL BE LOCATED IN THE
CENTER OF CEILING TILES ANO W LINE W ITH OTHER CEILING FEATURES SUCH AS LIGHTS, DIFFUSERS, SPRWKLERS, CEILING
MOUNT DEVICES, ETC.
SPRINKLER SPECIFICATIONS
1. GENERAL
A. ALL SPRINKLER WORK MUST COMPLV W ITH THE IN�IANA STATE BUIL�ING CODE, NFPA CODES LATEST EDITION, AND THE
APPLICABLE INSURANCE AGENCV GUIDELINES.
B. THIS CONTRACTOR SHALL OBTAIN ALL RE�UIRED PERMITS FROM LOCAL AUTHORITIES.
C. ALL MATERIAL SHALL BE UL, NFPA LISTED OR APPROVED.
D. CONTRACTOR SHALL FIELD VERIFV LOCATION OF THE EXISTING SPRINKLER PIPING, VALVES, TANKS, ETC.
E. SPRINKLERPIPINGSHALLBETESTEDANDAPPROVEDBEFORECONNECTINGTOTHEEXISTINGSVSTEM.
F. SCOPE IS BASED ON A PERFORMANCE SPECIFICATION. REFER TO DRAW INGS.
G. VERIFVALLGOVERNINGOIMENSIONSATTHEBUILDING.
H. PROVIDE WORKMANSHIP OF HIGHEST GRADE: WSTALL ALL PIPING AND SPRINKLER HEADS IN CONFORMANCE W ITH
MANUFACTURER'S RECOMMENOATIONS AND REQl11REMENTS OF NFPA-13, LOCAL FIRE DEPARTMENT, OW NER'S INSURANCE
UNDERW RITERS AND BUILDING CODE.
I. PROVIDE ONE VEAR GUARAMEE AGAINST DEFECTNE WORKMANSHIP AND MATERIALS.
J. SPRINKLERCLASSIFICATION: LIGHTHAZARDOCCUPANCY.
K. ORAW INGS SHOULD BE SIGNED AND SEALED BV A LICENSED PROFESSIONAL ENGMEER.
L. REFERTOTHETOTHEHVDRAULICSPRWKLERSIZINGCRITERIAANDASSOCIATEDNOTESANDTHESPRINKLERNOTESONTHE
FLOOR PLANS FOR ADDITIONAL REQUIREMENTS.
2. SCOPE OF WORK
A. PROVIDEALLREQUIREDLABOR,MATERIAL$EQUIPMENT,PERMITS,CERTIFlCATES,INSPECTION,TESTINGANDOTHERSERVICES
NECESSARV OR REpUIRED FOR COMPLETE SAFE INSTALLATION OF WORK IN FULL WNFORMANCE WITH REQUIREMENTS OF ALL
AUTHORITIES HAVING JURISDICTION: ALL AS INDICATED ON �RAW INGS ANDIOR HEREIN SPECIFIED.
B. COORDINATEALLSPRINKLERSHUTDOWNSWITHTHEBUILDINGOWNERANDPROVIDEALLREQUIREDLABORANDMATERIALTO
PROTECT THE AREAS W ITHOUT SPRINKLER COVERAGE FROM RRE DURING SPRINKLER SHUT DOW NS.
3. SHOPDRAWINGS
A. FURNISHSHOPDR4WINGSOFALLEQUIPMENT,PIPING,VALVES,HEADS,SIAMESECONNECTIONSANDRELATEOACCESSORIES.
4. TESTS
A. TEST SPRINKLER PIPWG AT 50 PSI ABOVE MAXIMUM STATIC PRESSURE BUT NOT LESS THAN AT 200 PSI FOR TVJO HOURS AND IN
ACCORDANCE WITH ALL REQUIREMENTS OF NFPA AND LOCAL CODE.
5. MATERIAL
A. GENERAL TVPE AND SIZE OF MATERIALS SHALL BE APPROVEO BY LOCAL FIRE DEPARTMENT, NFPA AND OW NER'S WSURANCE
UNDERWRITERS. SVSTEMASINSTALLEOSHALLMEETREQUIREMENTSOFLOCALAUTHORITIESHAVINGJURISDICTIONAND
OW NER'S INSURANCE UNDERW RITERS AND RECENE APPROVAL OF SAME BEFORE FINAL PAVMENT.
6. HANGERSANDSUPPORTS
A. SUPPORT HORIZONTAL PIPING AT LEAST EVERY 10 FEET AND NO BRANCHES 2 FEET OR LONGER W ITHOUT SUPPORT.
B. 2 INCH PIPE AND SMALLER: AUTO-GRIP; & V2 INCH PIPE AND LARGER'. CLEVIS TVPE.
]. INSERTS
A EXPANSION SHIELD TVPE SUITABLE FOR USE W ITH EXISTING CONCRETE STRUCTURE.
e. BEAM CLAMPS
A. APPROVED GCLAMPS W ITH LOCKNUT.
9. ESCUTCHEONS
A. PROVIDE EXPOSED PIPES W ITH APPROVED TVPE CAST BRASS OR CAST IRON ESCUTCHEONS, CHROME PLATE�.
10. PIPE MATERIAL
A. STANDARD W EIGHT SCHEDULES 40 STEEL PIPE, SEAMLESS OR W ELDED MILD STEEL ASTM A420, A435, OR A 53.
B. LIGHT W EIGHT SCHEDULE 10 SHALL NOT BE PERMITTED.
11. FITTINGS
A. CAST IRON THREADED, STANOARD W EIGHT, ANSI B 164.
B. CAST IRON FLANGED FITTINGS AND FLANGES: STANDARD WEIGHT, ANSI B463.
G GROOVED END MALLEABLE IRON FlTTMGS AND COUPLINGS W ITH APPROPRIATED PRESSURE RATING, SIMILAR TO VICTAULIC:
SUBJECT TO SPECIAL APPROVAL BV ENG W EER.
D. REDUCERSANDINCREASERS:OFTAPEREDTVPE;NOBlISHINGSPERMITTEDEXCEPTWHERESPECIFICALLVAPPROVEDBY
ENGINEER.
E. CONNECTIONS TO EXISTWG PIPWG MAV BE MALLEABLE IRON OR DUCTILE IRON MECHANICAL T-OUTLETS SIMILAR TO VICTAULIC
STYLE 920.
F. THISCONTRACTORSHALLCOOR�INATEDISCONNECTIONOFSPRINKLERSVSTEMAN�RECHARGINGOFSPRWKLERSYSTEMWITH
THE BUILDING MANAGEMENT.
12. COORDINATIONDRAWINGS
A. PREPARE COMPOSITE WORKING DRAW INGS AND SECTIONS AT A SUITABLE SCALE NOT LESS THAN 3I8" = 1'-0" CLEARLV SHOW ING
HOW THE WORK IS TO BE INSTALLED IN RELATION TO THE WORK OF OTHER TRADES. IF THE INSTALLATION IS MADE BEFORE
COORDINATING W ITH OTHER TRADES, MAKE ALL NECESSARV CHANGES IN THE W ORK W ITHOUT EXTRA CHARGE TO THE OW NER.
6. ALL COORDINATION SCOPE SHALL NOT BE THE RESPONSIBILITV OF THE BUILOING OW NER.
C. BEFORE SUBMITTING SHOP DRAWINGS FOR SLEEVES, PIPING AND DUCTWORK, THE HEATING, VENTILATWG ANDAIR
CONDITION WG CONTRACTOR SHALL PREPARE A COMBMED 3/8" = 1'-0" SCALE SHOP DRAW MG FOR PIPING AND DUCTVJORK
INDICATING LOCATION OF PIPING AND DUCTW ORK W ITH DIMENSIONS. A TRANSPARENT COPV OF THESE SHOP DRAW INGS SHALL
BE GNEN TO THE ELECTRICAL CONTRACTOR.
D. THE ELECTRICAL CONTR4CTOR SHALL INDICATE THE LOCATION OF ALL LIGHTING FIXTURES ANO CONDUIT RUNS ON THESE SHOP
oRAW INGS. THE ELECTRICAL CONTRACTOR SHALL GNE THE TRANSPARENT COPV OF THESE SHOP DRAW WGS, W ITH LIGHTING
RXTURES ANo CONDUIT RUNS INDICATED TO THE PLUMB WG AND SPRINKLER CONTRACTOR AS REQUIRED. THE PLUMBING AND
SPRINKLERCONTRACTORSHALLINDICATEHISNEWAND EXISTINGPIPINGTOREMAINONTHESESHOPDRAWINGS EACH
CONTRACTOR SHALL KEEP EACH TRANSPARENT COPV NOT MORE THAN THREE (3) WORKING DAVS.
E. THEHEATING.VENTILATINGANDAIRCONDITIONINGCONTRACTORSHALLARRANGEACOORDINATIONMEETINGWITHPWMBING
ANO SPRINKLER ANO ELECTRICAL CONTRACTORS UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR. AFTER
COORDINATION.EACHCONTRACTORSHALLSIGNTHETRANSPARENTCOPV. THEHEATING,VENTILATINGANOAIRCONDITIONING
CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW AND HE SHALL CALL ANV CONFLICTS THAT COULO NOT
BE RESOLVED M THE COORDINATION MEETINGS, AN�/OR DEVIATION FROM ORIGINAL DESIGN, TO THE ARCHITECT'S ATTENTION.
AFTER RECEIVING W RITTEN REVIEW FROM THE ARCHITECL EACH CONTRACTOR SHALL PREPARE THE SHOP DRAW INGS AS
REQUIRED IN THE SPECIFlCATIONS.
HYDRAULIC SPRINKLER SIZING CRITERIA
SHALL 8E AS REQUIRED BV THE AUTHORITIES HAVING JURISDICTION BUT
SHALL NOT BE SMALLER THAN THE FOLLOW WG:
1. OCCUPANCV CLASSIFICATION = LIGHT HAZARD
2. DENSITY=0.70GPM/SQUAREFEET
3. AREA OF APPLICATION = 1500 SQUARE FEET
4. COVERAGE/SPRWKLER=2255pUAREFEETIHEADMAXIMUMFORLIGHTHAZAR�
THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE HV�RAULIC CALCULATIONS AND
OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE SPRINKLER
W ORK, INCLUDMG THE BUILDWG DEPARTMENT, THE OW NERS INSURANCE CO., OBTAIN
AGENCV APPROVALS FOR HVDRAULICS PRIOR TO INSTALLATION OF NEW WORK.
HVDR4ULIC CALCl1LATIONS SHALL BE SIGNED AND SEALE� BV A LICENSED PROFESSIONAL
ENGMEERRETAWEDBVTHESPRINKLERCONTRACTOR. CONTRACTORSHALLCOORDINATE
PROCURING ANV (HVDRANT) FLOW TESTS RE�UIRED IN ORDER TO COMPLETE HYDRAULIC
CALCULATIONS.
SPRMKLER CONTRACTOR SHALL PREPARE ALL DOCUMENTS REQUIREO FOR ANV
SUBSEQUENT FlLING W ITH AUTHORITIES HAVING JURISDICTION
1�1
INDUSTRIOUS
COWORKING
880 W MONON GREEN BLVD
CARMEL qTV, IN 460323
OWNERRENANi
INDUSTRIOUS
215PARKAVES,4E1300
NEW YORK, NY 10003
ARCNI7ECTOFRECORD
NORF
325 N LASALLE Si- SOIiE 500
CHICAGO. IL 60654
PEiER-DUBWC.ANORR-COM
312-0242400
MEFENG/NEER
MEENGINEERS
29 WEST 38iH SiREEi, SiH FLOOR
NEW YORK. NY 10018
CONiAQ: BRIAN SHASSIAN
BRIANSHASSIAN@ME-ENGINEER$_COM
JOHN HIGGINS
JOHN.HIGGWS(�MEENGINEERS.COM
�212J 44]-6]]0 PHONE
LIGHi1NGDESIGNER
REGENCY
9261 JOkDAN AVE
CHAiSwORiH, GA
800-28d-2026
ISSUEDATES
REV. DAiE DESCRIPiION
06/OS/2020 DD3
06/18/2020 CDvI
0]/06/2020 CDv2
0]/16/2020 PERMIT
SEAL & SIGNATURE
BY CHEGK
ME ME
ME ME
ME ME
ME ME
PR0./ECTNAME
CARMEL CITY- 880 MONON GREEN
VROJECiNUMBER
IND880MON
DRAWINGTIiLE
FIRE PROTECTION LEGEND
SCALE
7/8„_ ��_�„
SHEETNUMBER
FP-000
oF