5-12 PCLS Sumner Library Bid Set - Fire Protection.pdf
PDF 2 MB Posted
- 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
A
IN
S T
R E
E T
E A
S T
S U
M N
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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