5-12 PCLS Sumner Library Bid Set - Fire Protection.pdf

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Attached to
Sumner Library Construction - Pierce County Library System
Solicitation number
81325
Issued by
Pierce County, Washington

About this file

This is a fire protection system bid set for the Sumner Library Construction project, a Pierce County Library System initiative located at 15126 Main Street East, Sumner, Washington 98390. The project encompasses the design and installation of complete wet and dry sprinkler systems throughout the 17,133 square foot new public library facility to provide full building coverage for light hazard occupancy classification. The fire protection work includes a 4-inch cold water supply line from the underground city water connection, a 4-inch fire riser with blowdown drain, sprinkler piping routed through dropped ceilings and structural chases, and UL-listed quick response sprinkler heads at 160°F temperature rating unless space conditions warrant higher ratings. Sprinkler head types include pendent, sidewall, and upright configurations positioned symmetrically within finished spaces and coordinated with lighting fixtures, speakers, and diffusers. The system design must be prepared by a NICET Level 3 or higher certified professional using the area/density method per NFPA 13 standards and comply with City of Sumner Fire Department standards and Sumner Municipal Code 15.06.

The fire protection system is design-build scope, requiring the contractor to submit complete shop drawings, hydraulic calculations, and product data sheets to the City of Sumner Fire Department and the owner's representative for approval prior to construction. Hydraulic calculations must be based on recent water flow test data with a 10 PSI reserve cushion maintained between available water supply pressure and system design demand pressure. All piping and equipment require proper supports, seismic restraints, and supplementary structural steel designed by a registered professional engineer in accordance with AISC standards. The contractor must coordinate all sprinkler work with other trades, provide inspection and flushing witnessed by the fire department representative, and complete functional testing to ensure system operation per approved plans and specifications. Maximum system shutdown duration is 8 hours unless special permission is granted by the Fire Marshal, with required 24-hour advance notification of all valve closures.

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VICINITY MAP

PROJECT LOCATION

SITE PLAN

PROJECT LOCATION

A AIR, AMP

ACU AIR CONDITIONING UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM, ACOUSTICAL LINING

ARRGT ARRANGEMENT

ATM ATMOSPHERE

BC BLOWER COIL

BDD BACKDRAFT DAMPER

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BOB BOTTOM OF BEAM

BOD BOTTOM OF DUCT

BOS BOTTOM OF STEEL

BTUH BRITISH THERMAL UNITS PER HOUR

CA COMPRESSED AIR, COMBUSTION AIR

CAP CAPACITY

CC COOLING COIL

CD CEILING DIFFUSER

CFM CUBIC FEET PER MINUTE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CLG CEILING, COOLING

CNTFGL CENTRIFUGAL

CO CLEANOUT

CONC CONCRETE

CND CONDENSATE

CONT CONTINUE, CONTROL

COMP COMPRESSOR

COP COEFFICIENT OF PERFORMANCE

CP CIRCULATING PUMP

CR CONDENSATE RETURN

CRU CONDENSATE RETURN UNIT

CU CONDENSING UNIT

CU FT CUBIC FEET

CV CONSTANT VOLUME

CVTR CONVERTER

CW COLD WATER

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

dB DECIBELS

DB DRY BULB

DCVA DOUBLE CHECK VALVE ASSEMBLY

DDC DIRECT DIGITAL CONTROL

DEG DEGREE

DF DRINKING FOUNTAIN

DI DE-IONIZED

DIA DIAMETER

DMPR DAMPER

DN DOWN

DS DOWNSPOUT

E EXISTING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATING

EF EXHAUST FAN

EFF EFFICIENCY

EG EXHAUST GRILLE

EL ELEVATION

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR, EXTERNAL

F FAHRENHEIT, FIRE LINE

FCU FAN COIL UNIT

FD FIRE DAMPER, FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FLA FULL LOAD AMPS

FLR FLOOR

FLTR FILTER

FLUE COMBUSTION FLUE GAS

FM FLOW METER

FOB FLAT ON BOTTOM

FO FLAT OVAL

FOT FLAT ON TOP

FPM FEET PER MINUTE

FPS FEET PER SECOND

FSD FIRE SMOKE DAMPER

FT FEET, FAN TERMINAL

FTU FAN TERMINAL UNIT

FV FACE VELOCITY

GA GAGE

GAL GALLONS

GALV GALVANIZED

GPM GALLONS PER MINUTE

GW GREASE WASTE

H HUMIDIFIER, HEIGHT

HB HOSE BIBB

HC HEATING COIL

HD HEAD

HEX HEAT EXCHANGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER, HEAT PUMP

HPS HIGH PRESSURE STEAM

HTG HEATING

HW HOT WATER

HWC HOT WATER CIRCULATING

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HZ HERTZ

ABBREVIATIONS

ID INSIDE DIAMETER, INDIRECT DRAIN

IE INVERT ELEVATION

IH INTAKE HOOD

IN INCH

INIT INITIAL

INT INTERIOR

IPLV INTEGRATED PART LOAD VALUE

KW KILOWATT

KWH KILOWATT HOURS

L LENGTH

LAT LEAVING AIR TEMPERATURE

LB POUND, LINEAR BAR

LBS POUNDS

LD LINEAR DIFFUSER

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH THOUSAND BTU PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MD MANUAL DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT PROTECTION

MOD MOTOR OPERATED DAMPER

MTR MOTOR

NC NORMALLY CLOSED

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER, NORMALLY OPEN

NTS NOT TO SCALE

OA OUTDOOR AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

ORD OVERFLOW ROOF DRAIN

P PUMP, PLUMBING

PD PRESSURE DROP

PH PHASE

POC POINT OF CONNECTION

POS POSITIVE

PR PUMPED RETURN

P/T PRESSURE/TEMPERATURE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RA RETURN AIR

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

RF RETURN FAN

RG RETURN GRILLE

RH RELIEF HOOD, RELATIVE HUMIDITY, RADIANT

HEATER

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

S SOIL

SA SUPPLY AIR

SD STORM DRAIN, SMOKE DAMPER

SENS SENSIBLE

SEER SEASONAL ENERGY EFFICIENCY RATING

SF SUPPLY FAN, SQUARE FEET

SG SUPPLY GRILLE

SL SOUNDLINING

SP STATIC PRESSURE

SPR SPRINKLER

SS STAINLESS STEEL, SANITARY SEWER

STP STANDPIPE

T THERMOSTAT

TEMP TEMPERATURE

TG TRANSFER GRILLE

TOD TOP OF DUCT

TOT TOTAL

TP TRAP PRIMER, TOTAL PRESSURE

TSP TOTAL STATIC PRESSURE

TU TERMINAL UNIT

TYP TYPICAL

UH UNIT HEATER

UON UNLESS OTHERWISE NOTED

V VENT, VOLT

VA VALVE

VAV VARIABLE AIR VOLUME

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

W WATT, WIDTH

WB WET BULB

WG WATER GAGE

WH WATER HEATER, WALL HYDRANT

WTR WATER

FIRE PROTECTION NOTES

1. THE FOLLOWING NOTES APPLY TO ALL FIRE PROTECTION DRAWINGS. ADDITIONAL GENERAL NOTES, WHICH

SUPPLEMENT THE FOLLOWING NOTES, MAY BE PROVIDED ON INDIVIDUAL DRAWINGS. IN GENERAL, FIRE PROTECTION PLANS ARE SCHEMATIC IN NATURE. IN ACCORDANCE WITH THE SPECIFICATIIONS, THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS OF FIRE PROTECTION SYSTEMS WHICH ARE COORDINATED

WITH THE APPROVED AND INSTALLED WORK OF ALL OTHER TRADES.

2. THE FULL SCOPE OF THE FIRE PROTECTION WORK IS THE TOTAL OF WORK SHOWN ON THE PLANS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY CODE AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. IN CASE OF CONFLICT, REQUIRMENTS OF THE AUTHORITY HAVING JURISDICTION SHALL GOVERN. PROVIDE A

COMPLETE AND FUNCTIONAL SYSTEM.

3. PROVIDE WET AND DRY SPRINKLER SYSTEMS DESIGNED AND INSTALLED TO PROVIDE SPRINKLER COVERAGE

THROUGHOUT THE ENTIRE BUILDING.

4. FIRE PROTECTION SYSTEMS SHALL BE DESIGN BUILD. CONTRACTOR SHALL SUPBMIT COMPLETE FIRE PROTECTION SHOP DRAWINGS, CALCULATIONS, AND PRODUCT DATA SHEETS TO THE AUTHORITY HAVING

JURISDICTION AND OWNERS REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION.

5. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE CITY OF SUMNER FIRE DEPARTMENT

STANDARDS, SUMNER MUNICIPAL CODE 15.06 AND THE 2010 EDITION OF NFPA 13.

6. SYSTEMS SHALL BE DESIGNED AND CALCULATED HYDRAULICALLY BY A CERTIFIED PROFESSIONAL, NICET LEVEL

3 OR HIGHER.

7. SPRINKLER SYSTEMS SHALL BE DESIGNED AND HYDRAULICALLY CALCULATED USING THE AREA/DENSITY

METHOD OF NFPA 13.

8. HYDRAULIC CALCULATIONS SHALL BE BASED ON RECENT WATER FLOW TEST DATA A 10 PSI RESERVE 'CUSHION' BETWEEN THE AVAILABLE WATER SUPPLY PRESSURE AND THE SYSTEM DESIGN DEMAND PRESSURE IS REQUIRED. NOTE: THE RESERVE 'CUSHION' IS NOT REQUIRED FOR THE HOSE ALLOWANCE THAT IS ADDED TO

THE DEMAND FLOW AT THE SPRINKLER SYSTEM POINT OF CONNECTION TO THE WATER SUPPLY.

9. SPRINKLER PIPING SHALL BE CONCEALED WITHIN SUSPENDED CEILINGS. IN SPACES EXPOSED TO STRUCTURE, SPRINKLER PIPING SHALL BE ROUTED SYMMETRICALLY WITHIN AREA SERVED AND IN A MANNER TO MINIMIZE EXPOSED PIPING. THE ARCHITECT SHALL APPROVE FINAL HEAD LOCATIONS, TYPE AND FINISH.

10. SPRINKLER HEADS SHALL BE UL LISTED QUICK RESPONSE TYPE, STANDARD-COVERAGE, NON STORAGE SPRINKLERS WITH A TEMPERATURE RATING OF 160OF UNLESS SPACE CONDITIONS WARRANT THE USE OF HIGHER TEMPERATURE HEADS (IE HOOD EXHAUST DUCTWORK, AREAS ADJACENT TO THE FIREPLACE.) DRY SPRINKLER HEADS SHALL BE PROVIDED IN AREAS SUBJECT TO FREEZING (IE FREEZERS). SPRINKLERS LOCATED

BELOW 6 FEET OR OTHERWISE SUBJECT TO DAMAGE SHALL BE EQUIPPED WITH WIRE GUARDS.

11. SPRINKLER HEADS SHALL BE PENDENT, SIDEWALL OR UPRIGHT AS SUITED FOR APPLICATION. HEADS SHALL PENDENT IN AREAS WITH DROPPED CEILING, PENDENT OR UPRIGHT IN AREAS WITH CEILINGS EXPOSED TO STRUCTURE. PROVIDE SINGLE PIECE ESCUTCHEONS FOR PENDENT AND SIDEWALL HEADS IN FINISHED SPACES.

SPRINKLERS INSTALLED IN ACOUSTIC TILE CEILNG SHALL BE LOCATED SYMMETRICALLY IN TILES.

12. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND SHALL COORDINATE SPRINKLER

HEAD LOCATIONS AN PIPIG WITH LIGHTING FIXTURES, SPEAKERS, AND DIFFUSERS.

13. SPRINKLER PIPING AND HEADS SHALL BE COORDINATED WITH EQUIPMENT LAYOUT IN ELECTRICAL AND COMM

ROOMS TO BE LOCATED IN AISLEWAYS AND NOT DIRECTLY OVER EQUIPMENT.

14. INSPECTION, FLUSHING AND HYDROSTATIC TESTING OF THE SPRINKLER SYSTEM SHALL BE WITNESSED BY THE PROPER FIRE DEPARTMENT REPRESENTATIVE. NO PIPING SHALL BE HIDDEN FROM VIEW UNTIL THE FIRE DEPARTMENT REPRESENTATIVE HAS BEEN NOTIFIED AND GIVEN NO LESS THAN 48 HOURS IN WHICH TO

INSPECT SUCH INSTALLATION.

15. COORDINATE FIRE SPRINKLER PIPE ROUTING AND SPRINKLER HEAD LOCATIONS WITH THE WORK OF ALL DISCIPLINES AND TRADES. PROVIDE ALL ADDITIONAL PIPING, SPRINKLERS SUPPORTS, BRACING AND HEADS AS REQUIRED TO ACCOMMODATE THE WORK OF ALL OTHER DISCIPLINES AND TRADES. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR ANY ADDITIONAL WORK WHICH MAY BE CAUSED BY THE IMPROPER

SEQUENCING OF CONSTRUCTION ACTIVITIES.

16. PROVIDE SUPPORTS AND SEISMIC RESTRAINTS FOR ALL PIPES AND EQUPIMENT AS SPECIFIED AND AS REQUIRED, PROVIDE ALL REQUIRED SUPPLEMENTARY STRUCTURAL STEEL, SUPPORTS, ATTACHMENTS, AND ANCHORAGES. ALL STRUCTURAL MEMEBERS AND ANCHORAGES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. PROVIDE STRUCTUR STEEL SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. ALL REQUIRED STRUCTURAL MEMEBER, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONTRUCTION (AISC)

STEEL CONTRUCTION MANUAL.

17. NOTIFY THE CITY OF SUMNER FIRE MARSHAL 24 HOURS IN ADVANCE OF ALL VALVE CLOSURES ON THE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM SHUT DOWN IS 8 HOURS UNLESS SPECIAL

PERMISSION IS GRANTED BY THE FIRE MARSHAL.

18. INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE SPRINKLER SYSTEM SHALL BE WITNESSED BY THE PROPER FIRE DEPARTMENT REPRESENTATIVE. NO PIPING SHALL BE HIDDEN FROM VIEW UNTIL THE FIRE DEPARTMENT REPRESENTATIVE HAS BEEN NOTIFIED AND GIVEN NO LESS THAN 48 HOURS IN WHICH TO

INSPECT SUCH INSTALLATION.

19. THE FIRE SPRINKLER SYSTEM SHALL BE FUNCTIONALLY TESTED TO ENSURE IT OPERATES IN ACCORDANCE

WITH THE APPROVED PLANS AND SPECIFICATIONS.

TS

FS

TSTS

NOTE: REFER TO CITY OF SUMNER STANDARD

DETAILS FOR ADDITIONAL REQUIREMENTS.

TS TAMPER SWITCH

PIPE SUPPORT, TYP

ROUTE DISCHARGE TO

STANDPIPE DRAIN, TYP

DRAIN VALVE, TYP

TO WET SYSTEM

SPRINKLERS SERVING

BUILDING AREAS

WATER FLOW SWITCH

WET SYSTEM RISER

CHECK VALVE ASSEMBLY

SEE CIVIL PLANS FOR

CONTINUATION TO REMOTE FIRE

DEPARTMENT CONNECTION

SEE CIVIL PLANS FOR CONTINUATION

OF CITY WATER SUPPLY

SAZAN #

Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382

SHEET TITLE

SHEET NO.

P ri n te d

Drawn Checked

© 2025 JOHNSTON ARCHITECTS

600 Stewart St., Ste. 1400 Seattle, Washington 98101

Tel 206.267.1700 Fax 206.267.1701

911-24008

/1

/2

:5 :1

P

M

P C

L S

S U

M N

E R

L

IB

R A

R Y

M

A

IN

S T

R E

E T

E A

S T

S U

M N

E R

W

A

GENERAL NOTES,

ABBREVIATIONS AND

SHEET INDEX

FP0.00

CR

JG

FIRE PROTECTION SHEET INDEX

FP0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX

FP2.01 FIRE PROTECTION SYSTEM

FP2.02 FIRE PROTECTION FLOOR PLAN

PLAN | SCALE: NTS

FIRE PROTECTION RISER DIAGRAM

DRAWING ISSUE

# DATE DESCRIPTION

8 10/03/2025 PERMIT REVISION 1

11 2026/03/25 BID SET

03/16/2026

CC

DD

AA

EE

FF

DCVA-3 2

TEE IN FDC PIPING DOWNSTREAM

OF DCVA UPSTREAM OF WET

SYSTEM RISER TO BUILDING

SPRINKLER SYSTEM

GG

1.3

1.3

1.7

1.7

9.1

9.1

BB

UNDERGROUND PIPING TO REMOTE

FDC, SEE CIVIL DRAWINGS FOR

CONTINUATION, INVERT ELEVATION

AND FDC LOCATION

UNDERGROUND PIPING TO CITY

WATER CONNECTION, SEE CIVIL

DRAWINGS FOR CONTINUATION AND

INVERT ELEVATION AT POC

SAZAN #

Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382

SHEET TITLE

SHEET NO.

P ri n te d

Drawn Checked

© 2025 JOHNSTON ARCHITECTS

600 Stewart St., Ste. 1400 Seattle, Washington 98101

Tel 206.267.1700 Fax 206.267.1701

911-24008

/1

/2

:5 :1

P

M

P C

L S

S U

M N

E R

L

IB

R A

R Y

M

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IN

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E T

E A

S T

S U

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E R

W

A

FIRE PROTECTION

SYSTEM

FP2.01

CR

JG

PLAN | SCALE: 1/8" = 1'-0"

FIRE PROTECTION SYSTEM

FLAG NOTES #

0' 8' 16'

1. 4" COLD WATER UP FROM UNDERGROUND CITY WATER LINE. SEE PLUMBING

DRAWINGS FOR UNDERGROUND COLD WATER SUPPLY PIPING.

2. FIRE SPRINKLER BLOWDOWN FLOOR DRAIN. SEE DETAIL 1/FP0.00. SEE PLUMBING

DRAWINGS FOR WASTE AND VENT PIPING SCOPE OF WORK.

3. FIRE RISER LOCATION. PROVIDE 4" FIRE RISER PER DETAIL 1/FP0.00.

4. PROVIDE WET SYSTEM COVERAGE FOR LIGHT HAZARD OCCUPANCY

CLASSIFICATION.

5. PROVIDE DRY SPRINKLER COVERAGE FOR LIGHT HAZARD OCCUPANCY

CLASSIFICATION.

DRAWING ISSUE

# DATE DESCRIPTION

8 10/03/2025 PERMIT REVISION 1

11 2026/03/25 BID SET

CC

DD

AA

EE

FF

GG

1.3

1.3

1.7

1.7

9.1

9.1

BB

SAZAN #

Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382

SHEET TITLE

SHEET NO.

P ri n te d

Drawn Checked

© 2025 JOHNSTON ARCHITECTS

600 Stewart St., Ste. 1400 Seattle, Washington 98101

Tel 206.267.1700 Fax 206.267.1701

911-24008

/1

/2

:5 :1

P

M

P C

L S

S U

M N

E R

L

IB

R A

R Y

M

A

IN

S T

R E

E T

E A

S T

S U

M N

E R

W

A

FIRE PROTECTION

FLOOR PLAN

FP2.02

CR

JG

PLAN | SCALE: 1/8" = 1'-0"

FIRE PROTECTION FLOOR PLAN

FLAG NOTES #

0' 8' 16'

1. 4" COLD WATER UP FROM UNDERGROUND CITY WATER LINE. SEE PLUMBING

DRAWINGS FOR UNDERGROUND COLD WATER SUPPLY PIPING.

2. FIRE SPRINKLER BLOWDOWN FLOOR DRAIN. SEE DETAIL 2/FP2.01. SEE PLUMBING

DRAWINGS FOR WASTE AND VENT PIPING SCOPE OF WORK.

3. FIRE RISER LOCATION. PROVIDE 4" FIRE RISER PER DETAIL 2/FP2.01.

4. PROVIDE WET SYSTEM COVERAGE FOR LIGHT HAZARD OCCUPANCY

CLASSIFICATION.

5. PROVIDE DRY SPRINKLER COVERAGE FOR LIGHT HAZARD OCCUPANCY

CLASSIFICATION.

6. OMIT SPRINKLERS IN CLERESTORY CEILING POCKET CREATED BETWEEN BEAM

AND WINDOWS PER EXCEPTIONS LISTED IN NFPA 13 CHAPTER 10.2.9.

7. SPRINKLER PIPING TO BE CONCEALED IN DLT CHASE IN EXPOSED CEILING AREA.

DRAWING ISSUE

# DATE DESCRIPTION

11 2026/03/25 BID SET

1.3 1.7 2

PLAN | SCALE: 1/8" = 1'-0"

FIRE PROTECTION FLOOR PLAN

FLAG NOTES #

0' 8' 16'

1. 4" COLD WATER UP FROM 6" UNDERGROUND CITY WATER LINE. SEE PLUMBING

DRAWINGS FOR UNDERGROUND COLD WATER SUPPLY PIPING.

CC

DD

AA

EE

FF

GG

1.3

1.3

1.7

1.7

9.1

9.1

BB

/4

/2

/2

/2

/2

/2

/2

/2

/8

/8

35'-10" 34'-3"

52'-1"

35'-3" 33'-4"

43'-5"

SPLIT DLT PANEL TO ALLOW

FOR INSTALLATION OF AIR

BARRIER, REFER TO ARCH

FOR ADDITIONAL INFO

SPLIT DLT PANEL TO ALLOW

FOR INSTALLATION OF AIR

BARRIER, REFER TO ARCH

FOR ADDITIONAL INFO

SHEET NOTES

A. INSULATE PIPING AND DUCTWORK ACCORDING TO INSULATION SCHEDULES. TYPICAL SPRINKLER PIPE BRANCH ROUTING IN DLT CHASE. ALL PIPING

AND HEADS TO BE CONCEALED. SEE FP2.01 FOR DRY AND WET

SUPPRESSION AREAS OF COVERAGE. REVIEW AND COORDINATE ROUTING

WITH STRUCTURAL DRAWINGS.

2.

3.

EXPOSED SPRINKLER PIPING MAIN, ROUTE BRANCHES INTO DLT CHASE,

REVIEW AND COORDINATE WITH STRUCTURAL DRAWINGS

CONCEALED SPRINKLER PIPING MAIN, ROUTE BRANCHES INTO DLT CHASE,

REVIEW AND COORDINATE WITH STRUCTURAL DRAWINGS.

4. PROVIDE CONCEALED SPRINKLER PIPING AND HEADS ABOVE CEILING.

ROOM OPEN TO STRUCTURE ABOVE. PROVIDE SPRINKLER PIPING AND

EXPOSED SPRINKLER HEADS WITH APPROPRIATE PROTECTION FOR

EXPOSED CEILINGS IN ACCORDANCE WITH NFPA.

5.

ALL SPRINKLER PIPE ROUTING SHOWN IS FOR DESIGN INTENT ONLY.

ENGINEERED DESIGN BY OTHERS. REVIEW AND COORDINATE ROUTING

WITH STRUCTURAL DRAWINGS.

6. OMIT SPRINKLERS IN CLERESTORY CEILING POCKET CREATED BETWEEN BEAM

AND WINDOWS PER EXCEPTIONS LISTED IN NFPA 13 CHAPTER 10.2.9.

Sheets
FP0.00 - GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX
FP2.01 - FIRE PROTECTION SYSTEM
FP2.02 - FIRE PROTECTION FLOOR PLAN

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