A5-1f BP1_DWG2026-0430_11_FIRE-PROTECTION_IHS-Whiteriver-Hospital_BID-ADD-C.pdf

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1. SCOPE OF WORK: PROVIDE A COMPLETE HYDRAULICALLY- CALCULATED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT THE AREA OF WORK, INCLUDING BUT NOT LIMITED TO FIRE PUMP, BACKFLOW PREVENTER ASSEMBLY, ZONE CONTROL ASSEMBLIES, WATER FLOW ALARM SWITCHES, VALVE SUPERVISORY SWITCHES, CHECK VALVES, CONTROL VALVES, PIPING, HANGERS, SPRINKLERS, ALL ASSOCIATED EQUIPMENT, WIRING AND APPURTENANCES, NORMALLY AND CUSTOMARILY REQUIRED, WHETHER INDICATED OR INHERENTLY NECESSARY DUE TO THE NATURE OF THE WORK, FOR A COMPLETE AND

OPERATIONAL SYSTEM.

2. ALL WORK SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE APPLICABLE BUILDING AND FIRE CODES AND THE REFERENCED EDITIONS OF NFPA 13, 14, 20, 22, 70 AND 72.

3. WHERE ANY CONFLICT AND/OR DISCREPANCY BETWEEN THESE GENERAL NOTES AND ANY OTHER INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS EXISTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL AND BE A REQUIREMENT OF THE WORK. THAT NOTWITHSTANDING, ANY SUCH CONFLICT AND/OR DISCREPANCY SHALL PROMPTLY BE BROUGHT TO THE ATTENTION OF THE OWNER, ARCHITECT

AND ENGINEER.

4. A WET PIPE SPRINKLER SYSTEM SHALL BE INSTALLED IN ALL HEATED SPACES. DRY PIPE SYSTEM AND HEAT TRACE PIPING WILL BE INSTALLED IN ALL SPACES REQUIRING A SPRINKLER(S) WHERE EXPOSED TO

FREEZING TEMPERATURES.

5. THE TERM “PROVIDE” SHALL MEAN FURNISH, INSTALL AND CONNECT EQUIPMENT/DEVICE FOR A COMPLETE AND OPERATIONAL SYSTEM. THE TERM “REMOVE” SHALL MEAN DISCONNECT AND CLEAR EQUIPMENT/DEVICE FROM SITE, AS WELL AS MAINTAINING UPSTREAM AND DOWNSTREAM EQUIPMENT/DEVICES AS REQUIRED.

6. THE CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INTENDED TO SHOW DESIGN INTENT ONLY. RUN ALL PIPING STRAIGHT AND TIGHT TO THE FACE OF STRUCTURAL MEMBERS AND WALLS, PARALLEL AND AT

RIGHT ANGLES TO STRUCTURAL STEEL OR CONCRETE ELEMENTS.

7. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS ON DRAWINGS PRIOR TO EXECUTION OF THIS CONTRACT. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY JOB CONDITIONS AND COORDINATE ALL SYSTEM COMPONENTS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES WITH THESE DRAWINGS TO THE ENGINEER IMMEDIATELY.

8. COORDINATE ALL WORK AND AVOID ALL CONFLICTS WITH LIGHTING FIXTURES, DIFFUSERS, GRILLS, DUCTS, STRUCTURAL MEMBERS, PIPES AND OTHER OBSTRUCTIONS.

9. NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED OR BURNED UNLESS PREVIOUSLY APPROVED BY THE STRUCTURAL ENGINEER. FURTHER, ANY APPROVED CUTTING OR PATCHING OF ANY STRUCTURAL WORK SHALL NOT RESULT IN A REDUCTION OF LOAD-CARRYING AND/OR LOAD-DEFLECTION RATIO. PRIOR TO SUCH WORK, OBTAIN APPROVAL FROM THE ENGINEER OF RECORD. INSTALLATION OF PIPING SHALL

FOLLOW REQUIRMENTS OF NFPA 13 18.4.9.

10. ALL WALL AND FLOOR PENETRATIONS SHALL BE CORE-DRILLED. PROVIDE PIPE SLEEVES FOR WALL AND FLOOR PENETRATIONS AS INDICATED IN THE SPECIFICATIONS. ALL PENETRATIONS IN WALLS, CEILINGS AND FLOORS SHALL BE PROVIDED WITH A UL-LISTED PENETRATION SEAL ASSEMBLY, WITH A FIRE RATING EQUIVALENT TO OR GREATER THAN THE FIRE RATING OF THE BARRIER PENETRATED STAIRWAY, SHAFT ENCLOSURES, AND FLOOR SLABS SHALL BE CONSIDERED 2-HOUR FIRE RESISTIVE RATED CONSTRUCTION UNLESS OTHERWISE NOTED.

11. PRIOR TO CORE DRILLING, CONTRACTOR SHALL VERIFY EXISTING CONDITION NOT TO DAMAGE ANY STRUCTURAL ELEMENT, CONDUIT, REBAR, AND ETC. ANY DAMAGE RESULTING FROM THE WORK, WHETHER INTENTIONAL OR NOT, SHALL BE REPAIRED AT NO ADDITIONAL COST TO, AND TO THE SATISFACTION OF THE OWNER.

12. ALL DAMAGE TO WALLS, CEILINGS, FLOORS, AND STRUCTURAL MEMBERS FROM THE WORK SHALL BE PATCHED, REPAIRED AND PAINTED WITH NEW MATERIALS TO MATCH ADJACENT WORK, WHETHER

SPECIFICALLY NOTED OR NOT.

13. WHERE POSSIBLE, SPRINKLERS SHALL BE ALIGNED WITH OTHER SPRINKLERS INSTALLED IN THE SAME ROOM OR AREA.

14. AS A MINIMUM, MAINTAIN 6-FT 8-INCH HEAD ROOM CLEARANCE BETWEEN BOTTOM OF SPRINKLER PIPE AND FINISHED FLOOR, INCLUDING STAIRWELLS.

15. CONTRACTOR SHALL PAY ALL REQUIRED FEES AND OBTAIN ALL NECESSARY PERMITS AND LICENSES FOR INSTALLATION OF THE WORK.

16. COORDINATE AND SEQUENCE THE WORK PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT. MAKE NECESSARY ACCOMMODATIONS TO MEET THE INTENT OF THE DRAWINGS AND ENSURE A

COORDINATED INSTALLATION.

17. RUN ALL EXPOSED ELEMENTS NEATLY, TIGHT TO THE STRUCTURE (EXCEPT WHERE NOTED), PARALLEL TO WALLS, AND AS INCONSPICUOUSLY AS POSSIBLE.

18. INSTALL ALL CEILING SPRINKLERS IN 2 FT X 2 FT ACOUSTICAL PANEL CEILINGS IN THE CENTER OF THE PANELS; AND IN 2 FT X 4 FT PANELS, INSTALL DEVICE IN THE CENTER OF THE 2 FT X 4 FT OR 2 FT X 2 FT

SQUARE AREAS.

19. PROVIDE SPRINKLER(S) UNDER ALL OBSTRUCTIONS GREATER THAN 48 INCHES IN WIDTH AND AS NEEDED TO PROVIDE PROPER COVERAGE AS REQUIRED BY NFPA 13.

20. PROVIDE LISTED GUARDS FOR SPRINKLER PROTECTION WHEN INSTALLED BELOW 7 FT AFF.

21. CONTRACTOR SHALL PROVIDE AN AUTOMATIC AIR VENTING DEVICE NEAR THE HIGHEST POINT WET PIPE SPRINKLER SYSTEM(S) PER NFPA 13.

22. CONTRACTOR SHALL PROVIDE AUXILIARY LOW POINT DRAINS WHERE REQUIRED PER NFPA 13. WHERE AUXILIARY DRAINS ARE INSTALLED BEHIND HARD CEILINGS, PROVIDE AN ACCESSIBLE PANEL DIRECTLY

BENEATH THE DRAIN.

23. CONTRACTOR SHALL OBTAIN DATA FROM A WATER FLOW TEST CONDUCTED NO MORE THAN 12 MONTHS PRIOR TO SHOP DRAWING PLAN SUBMITTAL TO AUTHORITY HAVING JURISDICTION (AHJ). WATER FLOW

TEST SHALL BE PERFORMED IN ACCORANCE WITH NFPA 291.

24. ALL EQUIPMENT SHALL BEAR UL LISTING LABEL AT MINIMUM, OR IF UL LABEL IS NOT AVAILABLE, THE ITEM SHALL BE TESTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING AGENCY THAT MEETS UL AND AHJ REQUIREMENTS FOR TESTING FACILITIES. ALL EQUIPMENT SHALL BE INSTALLED PER THE LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.

25. SPRINKLER SYSTEM WATERFLOW AND CONTROL VALVE SUPERVISORY SWITCHES SHALL BE MONITORED BY BUILDING FIRE ALARM SYSTEM. COORDINATE WITH FIRE ALARM CONTRACTOR SO THAT ELECTRICAL

CONNECTION CAN BE MADE BETWEEN THESE DEVICES AND BUILDING FIRE ALARM SYSTEM.

26. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO KEEP THE PREMISES DRY AT ALL TIMES AND PREVENT WATER DAMAGE TO SURFACES. REPAIR WATER DAMAGE RESULTING FROM THE WORK, WHETHER INTENTIONAL OR NOT, AT NO ADDITIONAL COST TO, AND TO THE SATISFACTION OF THE OWNER.

27. CONTRACTOR SHALL COORDINATE WITH OWNER TO AVOID FREEZING CONDITIONS DURING CONSTRUCTION ONCE WATER IS FILLED IN THE SPRINKLER SYSTEM.

28. HYDROSTATIC TESTING OF FIRE SUPPRESSION SYSTEMS SHALL BE WITNESSED BY ENGINEER AND/OR AHJ, BEFORE CEILING CLOSE IN. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND/OR AHJ PRIOR TO

TESTING.

29. CONTRACTOR SHALL CONDUCT FORWARD FLOW TESTING AND THE TESTING SHALL BE WITNESSED BY ENGINEER AND/OR AUTHORITY HAVING JURISDICTION.

30. PROVIDE DRAINS REQUIRED BY APPLICABLE CODES, WHETHER INDICATED IN THESE PLANS OR NOT. DISCHARGE ALL DRAINS TO THE EXTERIOR, UNLESS NOTED OTHERWISE.

A. DISCHARGE DRAINS AT SIX INCHES ABOVE FINISHED GRADE. PROVIDE A CONCRETE SPLASH-BLOCK, WITH MINIMUM DIMENSIONS OF TWO FEET BY TWO FEET, AT EACH DRAIN.

31. PROVIDE PRINTED METAL OR ENGRAVED PLASTIC NAMEPLATES TO IDENTIFY FUNCTION OF ALL ISOLATION VALVES, DRAIN VALVES, AND OTHER FIRE PROTECTION SYSTEM EQUIPMENT. PERMANENTLY AFFIX TO VALVE BODY OR HANG WITH CHAIN. CONCEALED COMPONENTS SHALL ADDITIONALLY HAVE PRINTED METAL OR ENGRAVED PLASTIC NAMEPLATES IDENTIFYING THE COMPONENT LOCATION AND FUNCTION PERMANENTLY AFFIXED TO ACCESS PANEL DOORS OR THE CEILING GRID WHERE THE COMPONENT IS ACCESSED.

32. REFER TO CIVIL DRAWINGS REGARDING FIRE PROTECTION WATER TANK STORAGE DESIGN. REFER TO CIVIL PLANS FOR WATER TANK, HYDRANT AND WATER MAIN LOCATIONS.

SECTION NUMBER

KEY NOTE

DEMO KEY NOTE

MXXX

DRAWING NUMBER WHERE DRAWN

E0.1

NEW FIRE PROTECTION PIPING

EXISTING FIRE PROTECTION PIPING TO REMAIN

NEW FIRE PROTECTION PIPING - UNDERGROUND

RECESSED PENDENT SPRINKLER

CONCEALED SPRINKLER

PENDENT SPRINKLER

SIDEWALL SPRINKLER

UPRIGHT SPRINKLER

ELBOW

CAP OR PLUG

TEE

TEE DOWN

ELBOW - TURNED DOWN

PIPE CONTINUATION

CONCENTRIC REDUCER

ECCENTRIC REDUCER

OS&Y VALVE

CHECK VALVE

BUTTERFLY VALVE

ALARM CHECK VALVE

DRY PIPE VALVE

PREACTION VALVE

DELUGE VALVE

PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

GATE VALVE - NON RISING STEM

WALL MOUNTED POST INDICATOR VALVE

BACKFLOW PREVENTER ASSEMBLY

FIRE PUMP

JOCKEY PUMP

PUMP/BACKFLOW TEST CONNECTION, WALL MOUNTED

PUMP/BACKFLOW TEST CONNECTION, FREESTANDING

FIRE PUMP FLOW METER

ZONE CONTROL ASSEMBLY CONSISTING OF CHECK VALVE, BUTTERFLY VALVE, PRESSURE

GAGE, WATER FLOW SWITCH, VALVE SUPERVISORY SWITCH, PRESSURE RELIEF VALVE, AND

INSPECTORS TEST AND DRAIN.

2.5" FIRE HOSE VALVE CONNECTION

2.5" FIRE HOSE VALVE IN CABINET

HOSE STATION

WATER FLOW SWITCH

VALVE SUPERVISORY SWITCH

AIR PRESSURE SWITCH

INSPECTOR'S TEST CONNECTION

AIR COMPRESSOR

NITROGEN GENERATOR

RISER MOUNTED AIR COMPRESSOR

POINT OF CONNECTION

HYDRAULIC CALCULATION AREA

HYDRAULIC NODE

FDC, WALL MOUNTED

FDC, FREESTANDING

PRESSURE GAUGE

WATER MOTOR GONG

1. FIRE HYDRANT FLOW TEST DATA

a. DATE TEST WAS PERFORMED: APRIL 22, 2024 AT 9:35AM

b. PERFORMED BY: FLOYD VAUGHAN – AZ. FLOW TESTING, LLC

c. PRESSURE HYDRANT:

i. LOCATION: SOUTH-SOUTHEAST CORNER OF PROJECT SITE TO THE NORTH OF APACHE CIRCLE.

ii. OUTLET ELEVATION(FT): 5449

iii. STATIC PRESSURE (PSI): 74

iv. RESIDUAL PRESSURE (PSI): 39

d. FLOW HYDRANT:

i. LOCATION: SOUTHWEST CORNER OF PROJECT SITE TO THE NORTH OF APACHE CIRCLE.

ii. FLOW (GPM): 1407

e. FLOW (GPM) AT 20 PSI: 1778

f. HIGH HGL ELEVATION (FT): 5449 (PRESSURE HYDRANT)

g. LOW HGL ELEVATION (FT): 5447 (FLOW HYDRANT)

2. NEW FIRE WATER STORAGE TANKS ARE BEING ADDED. WATER STORAGE TANK WATER SUPPLY DATA WILL BE USED FOR THE FIRE PROTECTION DESIGN. EXPECTED MEASURMENTS FOR NEW TANKS PROVIDED BY

DIBBLE CORP 2025-08-12:

a. STATIC PRESSURE INTO FIRE PUMP ROOM FROM TANKS (PSI): 108

b. PRESSURE INTO FIRE PUMP ROOM WHILE TANKS ARE FLOWING 1500 GPM (PSI): 86

c. TANK CAPACITY: TWO 325,000 GAL TANKS FOR A TOTAL CAPACITY OF 650,000 GAL.

d. ELEVATIONS:

• HOSPITAL LEVEL 1 FF (FT): 5430.00

• BOTTOM OF TANK (FT): 5650.00

• TANK OUTLET ELEVATION (FT): 5650.66

• TOP OF TANK (FT): 5681.50

*PRESSURE REGULATION FOR BUILDING WATER SUPPLY WILL BE DONE THROUGH A MASTER PRESSURE REDUCING ASSEMBLY LOCATED IN THE FIRE PUMP ROOM.

3. SPRINKLER SYSTEM DESIGN CRITERIA:

a. LIGHT HAZARD OCCUPANCY -

ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.

b. ORDINARY HAZARD OCCUPANCY -

LOADING DOCK, STORAGE AREAS, MECHANICAL AND ELECTRIC ROOMS AND SIMILAR AREAS WHERE STOCKPILES OF COMBUSTIBLE MATERIALS DO NOT EXCEED 8'-0".

c. EXTRA HAZARD OCCUPANCY -

STORAGE AREAS INCLUDING WHERE DESIGN CRITERIA REQUIRES ENHANCED PROTECTION, AND AREAS STORING PLASTICS EXCEEDING 5FT.

*ALL AREAS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 13.4.3

4. SYSTEM PROTECTION AREA LIMITATIONS:

a. THE MAXIMUM FLOOR AREA ON ANY ONE FLOOR TO BE PROTECTED BY SPRINKLERS SUPPLIED BY ANY ONE SPRINKLER RISER OR COMBINED SYSTEM SHALL BE 52,000 SQ FT FOR LIGHT AND ORDINARY

HAZARD, AND 40,000 SQ FT FOR EXTRA HAZARD.

b. THERE IS NO LIMIT TO THE NUMBER OF FLOORS THAT CAN BE PROTECTED BY A SINGLE RISER, BECAUSE EACH FLOOR IS CONSIDERED A SEPARATE FIRE AREA.

c. SPRINKLER SYSTEM ZONES SHALL ALIGN WITH SMOKE COMPARTMENTS AS REQUIRED BY 2024 NFPA 99 16.9.1.3 AND 2012 NFPA 99 15.8.1.2.

5. SPRINKLER DESIGN DENSITIES/DEMAND CRITERIA/HOSE REQUIRMENTS/SUPPLY DURATION:

a. LIGHT HAZARD - 0.10 GPM PER SQ FT OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ FT. TOTAL COMBINED INSIDE AND OUTSIDE HOSE ALLOWANCE 100 GPM OVER 30 MINUTES.

b. ORDINARY HAZARD 1 - 0.15 GPM PER SQ FT OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ FT. TOTAL COMBINED INSIDE AND OUTSIDE HOSE ALLOWANCE 250 GPM OVER 60 MINUTES.

c. ORDINARY HAZARD 2 - 0.20 GPM PER SQ FT OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ FT. TOTAL COMBINED INSIDE AND OUTSIDE HOSE ALLOWANCE 250 GPM OVER 60 MINUTES.

d. EXTRA HAZARD 1 - 0.30 GPM PER SQ FT OVER THE HYDRAULICALLY MOST REMOTE 2500 SQ FT. TOTAL COMBINED INSIDE AND OUTSIDE HOSE ALLOWANCE 500 GPM OVER 90 MINUTES.

d. EXTRA HAZARD 2 - 0.40 GPM PER SQ FT OVER THE HYDRAULICALLY MOST REMOTE 2500 SQ FT. TOTAL COMBINED INSIDE AND OUTSIDE HOSE ALLOWANCE 500 GPM OVER 90 MINUTES.

*DRY PIPE SYSTEMS AREA OF SPRINKLER OPERATION SHALL BE INCREASED BY 30% AS ALLOWED BY NFPA 13 19.2.3.2.5.

6. STANDPIPE DESIGN CRITERIA:

a. DESIGN IN ACCORDANCE WITH NFPA 14 FOR CLASS I SYSTEMS, THE MINIMUM FLOW RATE FOR HYDRAULICALLY MOST REMOTE STANDPIPE SHALL BE 500 GPM. THE MINIMUM FLOW RATE FOR ADDITIONAL

STANDPIPES SHALL BE 500 GPM PER STANDPIPE, WITH THE TOTAL NOT TO EXCEED 1000 GPM.

b. FOR COMBINED SYSTEMS WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM, A SEPARATE SPRINKLER DEMAND IS NOT REQUIRED, AND THE SYSTEM SHALL NOT BE REQUIRED TO EXCEED 1000 GPM.

7. FIRE PUMP DESIGN CRITERIA:

a. DESIGN IN ACCORDANCE WITH NFPA 20

b. THE FIRE PUMP MUST MEET THE FOLLOWING REQUIREMENTS:

i. EACH PUMP MUST BE CAPABLE OF WITHSTANDING A HYDROSTATIC PRESSURE OF TWICE THE MAXIMUM PRESSURE.

ii. PUMPS MUST FURNISH NOT LESS THEN 150% OF THE RATED HEAD AT 65% OF THE RATED PRESSURE (SHUT-OFF NOT TO EXCEED 120% OF THE RATED PRESSURE)

iii. THE MAXIMUM PUMP BRAKE HORSEPOWER MUST NOT EXCEED THE RATING OF THE PARTICULAR DRIVER.

iv. POWER MUST BE UNINTERRUPTIBLE WITH THE PROPER PROTECTION CABLING AND EMERGENCY POWER. ALARMS SHOULD SOUND IF NORMAL IS INTERRUPTED.

v. A JOCKEY PUMP WITH IT'S OWN CONTROL PANEL IS REQUIRED.

c. FIRE PUMP PERFORMANCE REQUIRMENTS:

i. PRESSURE: 115 PSI

ii. FLOW: 1000 GPM

iii. HORSEPOWER: 150 HP

d. JOCKEY PUMP PERFORMANCE REQUIRMENTS:

i. PRESSURE: 125 PSI

ii. FLOW: 10 GPM

iii. HORSEPOWER: 1.5

8. HELIPORT SUPPRESSION (NFPA 418, CAP 1264)

a. HELIDECK DIAMETER: 49 FT

b. TOTAL PROTECTED AREA: 2401 FT

c. APPLICATION RATE: 0.1 GPM/FT2

d. MINIMUM APPLICATION RATE ON HELIDECK: 0.1*2401 = 240.1 GPM

e. DURATION OF PROTECTION: 10 MIN

f. NOZZLE COVERAGE: 26.25 FT

g. NOZZLE "K" FACTOR: 4.55

h. HOSE REEL FLOW RATE: 100 GPM

i. HOSE REEL PRESSURE: 100 PSI

OCCUPANCY CLASSIFICATION...............................LIGHT HAZARD

DESIGN DENSITY.......................................................0.10 GPM/SF

REMOTE HYDRAULIC AREA ....................................1500SF

OCCUPANCY CLASSIFICATION...............................ORDINARY HAZARD 1

DESIGN DENSITY......................................................0.15GPM/SF

REMOTE HYDRAULIC AREA ....................................1500SF

OCCUPANCY CLASSIFICATION...............................ORDINARY HAZARD 2

DESIGN DENSITY.......................................................0.20 GPM/SF

REMOTE HYDRAULIC AREA ....................................1500SF

OCCUPANCY CLASSIFICATION...............................EXTRA HAZARD 1

DESIGN DENSITY......................................................0.3GPM/SF

REMOTE HYDRAULIC AREA ....................................2500SF

OCCUPANCY CLASSIFICATION...............................EXTRA HAZARD 2

DESIGN DENSITY.......................................................0.40 GPM/SF

REMOTE HYDRAULIC AREA ....................................2500SF

NFPA 13 HAZARD CLASSIFICATION

SHEET NUMBER

PROJECT NUMBER

SEALS AND SIGNATURES

ISSUED FOR DATE

NOT FOR

CONSTRUCTION

P lo t D at e:

IHS Whiteriver Hospital

200 W Hospital Drive Whiteriver, Arizona, 85941

IHS Project #: 131445 IHS Contract #: 75H70123R00008 IHS Award Date: 02/02/2024

455 NORTH THIRD STREET

SUITE 250

PHOENIX, AZ 85004

602.265.2200 smithgroup.com

Drawn By: Checked By:

BASED ON PROGRAM OF REQUIREMENTS DATED [03/26/22],

POR AMENDMENT DATED [02/03/25], AND ON SCHEMATIC

DRAWINGS APPROVED [11/19/24].

5/

/2

2:

:1

P

M

FIRE SUPPRESSION

ABBREVIATIONS AND

SYMBOLS

FP0.1CD

M U

R R

A Y

14094

MURRAY OCHSANKEHL

FIRE SUPPRESSION ABBREVIATIONS

REFRENCE SYMBOLS

FIRE SUPPRESSION LEGENDS AND SYMBOLS FIRE SUPPRESSION GENERAL NOTES

FIRE SUPPRESSION DESIGN PARAMETERS

SPRINKLER HAZARD CLASSIFICATION CRITERIA

(A)

A AMPERES

AC ALTERNATING CURRENT

AF AMPERE FRAME (BREAKER RATING)

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

ALT ALTERNATE

ARCH ARCHITECT

AT AMPERES TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

(B)

BLDG BUILDING

BRKR, BKR BREAKER

(C)

C CONDUIT

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

COM, COMM COMMUNICATIONS

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATITIVE

CP CONTROL PANEL

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

(D)

DC DIRECT CURRENT

DISC DISCONNECT

DIST DISTRIBUTION

DIV DIVISION

DN DOWN

DP DISTRIBUTION PANEL

DPDT DOUBLE POLE DOUBLE THROW

DPST DOUBLE POLE SINGLE THROW

DWG DRAWING

(E)

E, EX, EXIST EXISTING

EG EQUIPMENT GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM, EMERG EMERGENCY

EMT ELECTRIC METALLIC CONDUIT

ENCL ENCLOSURE

EQ, EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

(F)

F FUSE

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOT CANDLE

FDR FEEDER

FL, FLR FLOOR

FLA FULL LOAD AMPS

FLEX FLEXIBLE

FLUOR FLUORESCENT

FT FOOT/FEET (')

NAC FIRE ALARM EXTENDER PANEL

(G)

G, GND, GRD GROUND

GEN GENERATOR

GFI GROUND FAULT INTERRUPTER

(H)

H HORIZONTAL MOUNTING

HH HAND HOLE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HR HOUR

HT HEIGHT

HTR HEATER

HVAC HEATING VENTILATION AND AIR CONDITIONING

HZ HERTZ

(I)

IG ISOLATED GROUND

IN INCH/INCHES (")

INCAND INCANDESCENT

(J)

JB, JBOX JUNCTION BOX

(K)

K KEY INTERLOCK

Kcmil 1000 CIRCULAR mils

KV KILOVOLTS (THOUSAND VOLTS)

KVA KILOVOLTS-AMPERES (THOUSAND VOLT-AMPS)

kW KILOWATTS (THOUSAND WATTS)

KWH KILOWATT-HOURS

(L)

L-G LINE TO GROUND

L-L LINE TO LINE

L-N LINE TO NEUTRAL

LA LIGHTNING ARRESTOR

LAN LOCAL AREA NETWORK

LC, LCP LIGHTING CONTROL PANEL

LP LIGHTING PANEL

LSI LONG-TIME, SHORT-TIME, INSTANTANEOUS

LSIA LONG-TIME, SHORT-TIME, INSTANTANEOUS,

GROUND-FAULT ALARM ONLY

LSIG LONG-TIME, SHORT-TIME, INSTANTANEOUS,

GROUND-FAULT

LTG LIGHTING

LV LOW VOLTAGE (BELOW 50 VOLTS)

(M)

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE (OVER 600V LESS THAN 35KV)

(N)

N NEUTRAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO., NUM, # NUMBER

NTS NOT TO SCALE

(O)

OC ON CENTER

OCPD OVERCURRENT PROTECTION DEVICE

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OH OVERHEAD

OHE/T OVERHEAD ELECTRIC/TELEPHONE

OPP OPPOSITE

(P)

P POLE

PA PUBLIC ADDRESS

PB PULL BOX

PDP POWER DISTRIBUTION PANEL

PE PHOTO ELECTRIC

PF POWER FACTOR

PH, Ø PHASE

PNL PANEL

PRI PRIMARY

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

PWR POWER

(Q)

QTY QUANTITY

(R)

R, RE RELOCATE AS SHOWN

RCLP REMOTE CONTROL LIGHTING PANEL

RCPT RECEPTACLE

REF REFRIGERATOR

RF RADIO FREQUENCY

RLA RATED (RUNNING) LOAD AMPS

RM ROOM

RP RECEPTACLE PANELBOARD

RSC RIGID STEEL CONDUIT

(S)

SCH, SCHED SCHEDULE

SEC SECONDARY

SF SQUARE FOOT

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE DOUBLE THROW

SPEC(S) SPECIFICATION(S)

SPKR SPEAKER

SPST SINGLE POLE SINGLE THROW

STD STANDARD

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL

(T)

TB TERMINAL BLOCK

TBB TELEPHONE BACKBOARD

TC TIME CLOCK

TEL, TELE TELEPHONE

TELECOM TELECOMMUNICATIONS

TP TAMPERPROOF

TV TELEVISION

TYP TYPICAL

(U)

UG UNDERGROUND

UGP UNDERGROUND PRIMARY

UGS UNDERGROUND SECONDARY

UGT UNDERGROUND TELEPHONE

UL UNDERWRITER'S LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

(V)

V VOLTS

VA VOLT-AMPERES

VFD VARIABLE FREQUENCY DRIVE/

VARIABLE FREQUENCY MOTOR

CONTROLLER

(W)

W WIRE

W/ WITH

W/O WITHOUT

WHM WATT HOUR METER

WP, W.P. WEATHERPROOF

(X)

X REMOVE DEVICE

XFMR TRANSFORMER

(Z)

% Z PERCENT IMPEDANCE

FIRE FLOW CALCULATIONS

FIRE FLOW DEMAND:

THE CONSTRUCTION TYPE OF THE BUILDING PER NFPA 220 IS TYPE II (222); THEREFORE, THE FIRE FLOW CALCULATION AREA SHALL BE THE TOTAL AREA OF THE THREE LARGEST SUCCESSIVE FLOORS. A 75% REDUCTION IN FIRE FLOW IS PERMITTED PER NFPA 1 18.4.4.3.2 SINCE THE BUILDING IS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM.

AREA OF THREE LARGEST LEVELS INCLUDING BUILDING OVERHANGS: 346,375 SF

LEVEL 1: 111,173 SF

LEVEL 2: 143,935 SF

LEVEL 3: 91,267 SF

MINIMUM FIRE FLOW RATE AND DURATION PER NFPA 1 TABLE 18.4.4.2.1: 6000 GPM FOR 4 HOURS MINIMUM FIRE FLOW RATE AND DURATION UTILIZING THE 75% REDUCTION: 1500 GPM FOR 2 HOURS

FIRE HYDRANT REQUIRMENTS (NFPA 1 18.5):

MINIMUM NUMBER OF HYDRANTS PER NFPA 1 TABLE 18.5.4.3: 1 HYDRANT

NUMBER OF HYDRANTS PROVIDED FOR THE SITE: 9 HYDRANTS

MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS: 500 FT

MAXIMUM DISTANCE FROM CLOSEST POINT ON THE BUILDING: 400 FT

C

FINAL CONSTRUCTION DOCUMENTS 23JAN26

BID ADDENDUM-C 14MAY26

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FP0.1 - FIRE SUPPRESSION ABBREVIATIONS AND SYMBOLS