2021.0295.BP0022 Walmart 3705 Remodel Fire Protection Drawing SetHYDROSTATIC TEST
BUILDING SPRINKLER SYSTEM(S) INVOLVED IN THIS SCOPE OF WORK SHALL BE
HYDROSTATICALLY TESTED IN ACCORDANCE WITH NFPA 13. MOREOVER, THE FOLLOWING
TWO (2) HYDROSTATIC TESTS SHALL BE PERFORMED BY THE CONTRACTOR:
1. THE FIRST HYDROSTATIC TEST SHALL BE PERFORMED BY THE CONTRACTOR PRIOR
TO START OF SPRINKLER SYSTEM SCOPE OF WORK ( PRE -SCOPE HYDRO
TEST " ); AND
2. THE SECOND HYDROSTATIC TEST SHALL BE PERFORMED BY THE CONTRACTOR
AFTER COMPLETION OF CONTRACT SCOPE OF WORK ( POST -SCOPE HYDRO
TEST " ).
THE HYDROSTATIC TESTS ON EXISTING SPRINKLER SYSTEM SHALL BE CONDUCTED AT A
PRESSURE OF 200 PSI FOR 2 HOURS. NEW SYSTEMS SHALL BE TESTED PER PRESSURE
REQUIREMENTS OF NEPA 13. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
DAMAGE TO CONTENTS OR BUILDING OCCURRING DURING THE PRE -SCOPE HYDRO
TEST " PROVIDED ALL COMMERCIALLY REASONABLE MEASURES NECESSARY OR PRUDENT
TO PROTECT CONTENTS OR BUILDING COMPONENTS WERE FOLLOWED FOR APPROPRIATE
TEST PROCESS. CONTRACTOR SHALL COMPLETE REPAIRS AND / OR REMEDIATION TO
EXISTING SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES IDENTIFIED DURING
PRE -SCOPE TESTING AS AN ADDITIONAL SERVICE. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR DAMAGE TO CONTENTS OR BUILDING OCCURRING DURING
THE " POST -SCOPE HYDRO TEST " PROCEDURE ORIGINATING IN EXISTING OR NEW SYSTEM
COMPONENTS. CONTRACTOR SHALL COMPLETE REPAIRS AND / OR REMEDIATION TO
EXISTING SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES IDENTIFIED DURING
POST -SCOPE TESTING AT NO ADDITIONAL COST TO WALMART. WHEN CONDUCTING
HYDROSTATIC TESTING ON EXISTING SYSTEMS AS REQUIRED BY NEPA 13, CONTRACTOR
SHALL TAKE SUCH ACTIONS AS MAY BE NECESSARY TO REDUCE POTENTIAL DAMAGE TO
CONTENTS AND BUILDING DURING EXECUTION OF SCOPE OF WORK, INCLUDING BUT NOT
LIMITED TO THE FOLLOWING:
1. USE OF LOW CAPACITY PRESSURE PUMP TO INCREASE PRESSURE IN SYSTEM AT
INCREMENTAL RATE TO LIMIT SURGES IN SYSTEM; AND
2. PROVISION OF WORK STAFF DEDICATED TO MONITORING THE IMPACTED SYSTEM
AREA DURING PRESSURE APPLICATION AND DURING HYDROSTATIC TEST FOR SIGNS
OF SYSTEM COMPROMISE (MINIMUM 1 PERSON / 20,000 SQ. FT. AREA) ; AND
3. MAINTAINING DEDICATED PERSON AT SYSTEM CONTROL VALVE IN CONSTANT
COMMUNICATION WITH SYSTEM MONITORS TO SHUT OFF TEST PUMP AND DRAIN
SYSTEM IN EVENT OF SYSTEM FAILURE OR LEAK; AND
4. PROVISION OF READY SUPPLIES PRIOR TO START OF TESTING TO FACILITATE
DAMAGE MINIMIZATION IN EVENT OF SYSTEM FAILURE (TARPS / PLASTIC SHEETING,
WET / DRY VACUUM ETC.); AND
5. COVERING HIGH VALUE EQUIPMENT PRIOR TO TESTING; AND
6. LIMITATION OF TESTING TO ONE SYSTEM AT A TIME; AND
7. TESTING OF SYSTEMS DURING OFF HOURS / OVERNIGHT.
HANG 4 AND 6 INCH PIPE WITHIN 3 INCHES OF PANEL POINT
PIPE 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3
INCHES OF PANEL POINT
OWNER FURNISHED SPRINKLERS AND
ACCESSORIES
'MBOL SIZE K -FACTOR FINISH MFR MAKE S.I.N. TEMP STYLE QTY SPARE ESCH ESCH ESCH
QTY STYLE FINISH QTY
® 3/4" 16.8 BRASS TYCO K17-231 TY7158 155 UPRIGHT 234 6 --- ---
SUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR
ADDITIONAL INFORMATION.
* INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION
BELOW SKYLIGHTS.
**HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND
UNIT HEATERS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED
SPRINKLERS DURING INSTALLATION. TO REPLACE DAMAGED SPRINKLERS CONTACT HAINES,
JONES, CADBURY 1-800-459-7099.
THE OWNER WILL FURNISH ADDITIONAL (OWNER -FURNISHED) SPRINKLERS FOR THE SPARES
CABINET. INSTALL SPARE SPRINKLER QUANTITY INDICATED ON CONTRACT DOCUMENTS PRIOR
TO FIRE PROTECTION CONSULTANT SITE OBSERVATION.
IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY AND COMPARE THE QUANTITY AND SIZE
OF EXISTING SPRINKLER OUTLETS WITH THE PROPOSED NEW SPRINKLERS PRIOR TO ORDERING
OWNER FURNISHED SPRINKLERS. ADDITIONAL SPRINKLERS AND FITTINGS MAY BE REQUIRED
AT NO ADDITIONAL COST TO THE OWNER.
FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION
zz-WHERE POSSIBLE. USE TRAPEZE HANGER WHERE
JOIST PANEL POINTS TYP z JOIST WEB CONFLICTS WITH THRU BOLT
6"
\ MAX /-DECK TYP
® \- TOP BEAM CLAMP TYP
6 INCH AND SMALLER PIPE
® TO HORD
OF J T TY
MAINTAIN VISIBLE CLEARANCE BETWEEN
PIPE AND JOIST MEMBERS TYP
4, 6 AND 8 INCH PIPE 8 INCH PIPE
MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS
CLAMP
THRU-BOLT
BEAM CLAMP
NOT TRA
NOT TRAPEZED
TRAPEZED
4" PIPE EVERY 12'-0"
4" PIPE EVERY 12'-
4" PIPE
EVERY OTHER JOIST
EVERY OTHER J TLNOT
NECESSA
6" PIPE EVERY 6'-0"
6" PIPE EV 12'-0"
6" P
EVERY JOIST
EVERY HER JOISTNOT
CESSARY
8" PIPE
8" PE EVERY 6'-0"
PE EVERY 6'-0"
NOT ALLOWED
EVERY JOIST
EVERY JOIST
PIPE RUNNING PERPENDICULAR TO JOISTS
1 /4"x2"x2" SQUARE WASHER & HEX NUT
1/2" ALL THREAD ROD
FENDER WASHER & HEX NUT
3.5" X 2.5" X .25" ANGLE
TRAPEZE REQ'D FOR 6" MAINS
4" X 4" X .25" ANGLE
TRAPEZE REQ'D FOR 8" MAINS
MAX
1
I
TOP CHORD OF JOIST TYP
ONE OPEN JOIST BAY
MINIMUM BETWEEN
TRAPEZE HANGERS
12"DO NOT HANG 2 OR MORE 12"
MIN MAINS 4" OR LARGER BETWEEN MIN
THE SAME JOIST SPACE
MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS
4" PIPE EVERY 12'-0"
6" PIPE EVERY 12'-0"
8" PIPE EVERY 12'-0"
NOT TRAPEZED
TRAPEZED
TRAPEZED
BEAM CLAMP
THRU BOLT
THRU BOLT
PIPE RUNNING PARALLEL TO JOIST
'ONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE
MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN
4CCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH
� AXIMUM DEFLECTOR DISTANCE
JTILIZE THESE HANGING METHODS FOR ALL SPRINKLE[
'IPING. SPACE TRAPEZE HANGERS IN ACCORDANCE
NITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES
DF JOIST PANEL POINTS U.N.O.
NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS
n PIPE SUPPORT
2 NTS 10.30.07 F02-1
SHEET INDEX
SYMBOL LEGEND
SHEET
NUMBER
SHEET NAME
SYMBOL
DESCRIPTION
FP1
FIRE SPRINKLER SITE PLAN
-X -X-
DEMO PIPING
FP2
FIRE SPRINKLER REMODEL PIPING PLAN
- - - -
EXISTING BRANCH LINE TO REMAIN
AUTOMATIC FIRE SPRINKLER LEGEND
NOTE: NO 0 -RING SPRINKLERS ARE TO BE USED ON THIS PROJECT
- - - -
EXISTING MAIN LINE TO REMAIN
BRANCH LINE TO BE INSTALLED
SYMBOL
MFR
MODEL
S.I.N.
STYLE
FINISH
ESC
TEMP
K -FAC
TOTAL
O
DEMO SPRINKLERS
Z
EXISTING ROOF LEVEL SPRINKLERS
0
EXISTING PENDENT SPRINKLERS
U
z
TYCO
DSC
TY5255
SSP
CHROME
FLUSH
200°
11.2
12
❑
EXISTING DRY PENDENT SPRINKLERS
* MATCH EXISTING WITH TYCO HEADS, IF DIFFERING.
WHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE
CONTRACTOR SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO WHICH
ARE EQUIVALENT TO THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS
WILL NOT BE PERMITTED.
FP2
1" OUTLET WITH ARM -OVER TO NEW PENDENT SPRINKLER
o
NEW DRILLED 1" MECHANICAL TEE WITH ARM -OVER TO NEW
PENDENT SPRINKLER
�
PLUG EXISTING OUTLET
OPTION "A" INSTALLATION PROCEDURE
1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED
CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN
ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS).
MAINTAIN 6" CLEARANCE FROM COOLER SEAMS.
2. INSTALL TYCO DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION
REQUIREMENTS.
3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND
TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD.
EXPANDED FOAM IS NOT PERMITTED.
4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND
THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE
WITH SEALANT MANUFACTURERS INSTRUCTIONS
OPEN -CELL
POLYETHYLENE
FOAM BACKER ROD
SPRINKLER CUP
SUPPLY FROM WET
PIPE SPRINKLER SYSTEM
TEE WITH PLUG
1 " DRY
SPRINKLER DROP
DOW CORNING 739
PLASTIC ADHESIVE
FREEZER/COOLER
CEILING
TYCO MODEL TY5255
FLUSH 2007 DRY
PENDENT SPRINKLER
(NO SUBSTITUTIONS)
OPTION "B" INSTALLATION PROCEDURE
1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED
CEILING PANEL LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN
ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS).
MAINTAIN 6" CLEARANCE FROM COOLER SEAMS.
2. INSTALL TYCO DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION
REQUIREMENTS. INSERT BOOT PRIOR TO MAKE-UP WITH PIPING.
3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF
FREEZER/COOLER PANEL WITH ADHESIVE PROVIDED WITH BOOT IN
ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
4. APPLY STRAP TIES ON BOOT AROUND DRY SPRINKLER BARREL PER
MANUFACTURERS INSTRUCTIONS.
1" DRY
SPRINKLER DROP
FREEZER/COOLER
CEILING
SPRINKLER CUP
SUPPLY FROM WET
PIPE SPRINKLER SYSTEM
TEE WITH PLUG
2 NYLON STRAP TIES
(INSTALL OPPOSITE DIRECTIONS)
TYCO RUBBER SEAL co
BOOT MODEL DSB-1 z
SEALANT PER BOOT
MANUFACTURER
TYCO MODEL TY5255
FLUSH 2007 DRY
PENDENT SPRINKLER
(NO SUBSTITUTIONS)
NOTE: CONTRACTOR TO SEAL DRY PENDENT SPRINKLERS AT
FREEZER/COOLER USING ONE OF THE
OPTIONS ABOVE. NO OTHER SEALANTS ARE PERMITTED.
FREEZER/COOLER
I
I
I
DRY PENDENT
SPRINKLER
NTS
S/R HYDRANT EXISTING 10" FLOW HYDRANT
LEAD-IN
1EST
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----------- ------------------------------------
EXISTING
10" MAIN
FIRE
SERVICE
SITE
PLAN
SCALE: 1 "
= 100'
0 50'
100' 200'
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SCOPE OF WORK
1. CONTRACTOR TO FIELD VERIFY EXTENT OF
WORK.
2. THE EXISTING FIRE SPRINKLER SYSTEMS WILL
BE MODIFIED AS INDICATED ON THE PROJECT
CONTRACT DOCUMENTS. THE SCOPE OF WORK
MAY INCLUDE THE MODIFICATION OF EXISTING
BRANCHLINES, INSTALLATION OF NEW
BRANCHLINES, MODIFICATION OF EXISTING
RISER(S), THE REMOVAL AND INSTALLATION OF
NEW SPRINKLERS, MODIFICATION OF EXISTING
MAINS, INSTALLATION OF NEW MAINS,
REPLACEMENT OF THE EXISTING BACKFLOW
PREVENTOR.
3. ALL NEW PIPING SHALL HAVE HANGERS
INSTALLED IN ACCORDANCE TO THE DETAILS
LOCATED ON THE FIRE PROTECTION DETAILS
SHEET.
4. ALL 1 -INCH ARMOVERS (IF APPLICABLE) SHALL
HAVE A HANGER SECURED TO THE
STRUCTURAL STEEL ONLY, NOT TO THE DECK
WHEN THE LENGTH EXCEEDS 2'-0" WHERE
STATIC PRESSURES ARE UP TO 100 PSI AND
1'-0" WHERE STATIC PRESSURES EXCEEDS 100
PSI.
5. WHEN REQUIRED, EARTHQUAKE BRACING SHALL
BE INSTALLED. REFERENCE EARTHQUAKE
BRACING NOTES AND DETAILS LOCATED ON
THE FIRE PROTECTION DETAILS SHEET.
6. CEILING GRID SHALL BE PERMITTED TO BE
REMOVED IN AREAS WHERE REQUIRED IN
ORDER TO COMPLETE THE WORK NEEDED SUCH
AS DEMO AND INSTALLATION OF NEW MAINS
OR LONG DROPS. IN THIS CASE THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
REPLACING DAMAGED CEILING TILE OR GRID
DURING THE INSTALLATION. ALL REMOVED
CEILING TILES MUST BE REPLACED AT THE END
OF BUSINESS DAY. AREAS LEFT EXPOSED
SUCH AS BUT NOT LIMITED TO REMOVED
CEILING GRID AND CEILING TILES SHALL NOT
BE PERMITTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PURCHASING AND INSTALLING MATCHING
CEILING TILES TO REPLACE ANY CEILING TILES
THAT HAVE EMPTY HOLES DUE TO SPRINKLER
REPLACEMENT.
8. USE EACH EXISTING OUTLETS FOR ONE NEW
ARM OVER TO NEW SPRINKLER LOCATION
UNLESS HYDRAULICALLY CALCULATED.
CONTRACTOR SHALL INSTALL 1" INCH
MECHANICAL TEES IF ADDITIONAL OUTLETS ARE
REQUIRED. AFTER THE DEMOLITION IS
COMPLETE, THE NEW SPRINKLER SYSTEM SHALL
MEET ALL REQUIREMENTS OF NFPA 13.
9. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS
AS NECESSARY DUE TO PAINT, DAMAGE, ETC..
CONTRACTOR SHALL COORDINATE.
10. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING THE FIRE LANES DURING THE
SPRINKLER SYSTEM UPGRADE PROCESS. THE
CONTRACTOR SHALL COORDINATE WITH THE
STORE MANAGER A STAGING AREA FOR
MATERIALS AND TOOLS TO BE USED FOR
PROJECT PRIOR TO START OF WORK.
11. THE SPRINKLER CONTRACTOR SHALL BE
RESPONSIBLE FOR PREPARING THE SHOP
DRAWINGS, HYDRAULIC CALCULATIONS AND
APPROVAL (BY THE ENGINEER OF RECORD AND
AHJ) AS WELL AS INSTALLATION.
12. THE SPRINKLER CONTRACTOR MUST FIRST
SUBMIT DOCUMENTS, AS OUTLINED IN THE
PROJECT SPECIFICATIONS, TO THE FIRE
PROTECTION ENGINEER OF RECORD FOR
APPROVAL. AFTER THE APPROVAL IS GIVEN,
THE CONTRACTOR MUST SUBMIT TO THE
AUTHORITY HAVING JURISDICTION FOR
INSTALLATION PERMIT.
13. THE CONTRACTOR SHALL COORDINATE WITH
THE STORE MANAGER ON THE AREA TO BE
WORKED ON AT LEAST 24 HOURS IN ADVANCE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGE TO ANY CONTENT OR BUILDING
COMPONENTS DUE TO CONTRACTOR
NEGLIGENCE IN EXECUTION OF THE SCOPE OF
WORK SHOWN IN CONTRACT DOCUMENTS.
CONTRACTOR SHALL TAKE ALL PRECAUTIONS
NECESSARY TO REDUCE POTENTIAL DAMAGE TO
CONTENTS AND BUILDING DURING EXECUTION
OF SCOPE OF WORK. WHERE POTENTIAL FOR
DAMAGE TO CONTENTS OR BUILDING
COMPONENTS IS CONSIDERED LIKELY DUE TO
EXISTING SYSTEM CONDITION OR
CONFIGURATIONS, CONTRACTOR SHALL
DOCUMENT AND REVIEW CONCERNS WITH
WALMART CONSTRUCTION MANAGER PRIOR TO
INITIATING AFFECTED WORK.
15. THE CONTRACTOR SHALL REPAIR ANY LEAKS
OR REPLACE ANY LEAKING COMPONENTS
AFFECTED BY THIS SCOPE OF WORK AT NO
ADDITIONAL COST TO THE OWNER.
GENERAL UNDERGROUND
NOTES
1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC
REFERENCE ONLY.
2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS
IF AVAILABLE.
3. NO NEW WORK UNLESS OTHERWISE NOTED.
WATER SUPPLY
INFORMATION
STATIC: 56 PSI
RESIDUAL: 50 PSI AT 1060 GPM
INFORMATION DERIVED FROM WATER REPORT
SUPPLIED BY:
CITY OF YELM
5/25/21
EFFECTIVE POINT OF WATER SUPPLY INFORMATION
IS:
10" LEAD IN TIE-IN POINT
DATE OF TEST: 5/25/21
FLOW TEST ELEVATION: LEVEL
BUILDING PAD ELEVATION: LEVEL
WATER SUPPLY INFORMATION IS FURTHER
REDUCED PER THE FOLLOWING:
* 5 PSI SAFETY FACTOR FOR WAL-MART
STANDARDS
WATER SUPPLY TO BE USED FOR FIRE SPRINKLER
DESIGN AT EFFECTIVE POINT:
STATIC: 51 PSI
RESIDUAL: 45 PSI AT 1060 GPM
GENERAL NOTES
1. THE DESIGN SHOWN ON THESE CONTRACT
DOCUMENTS IS TO PROVIDE GUIDANCE FOR
BIDDING AND TO OBTAIN APPROVAL OF THE
AUTHORITY HAVING JURISDICTION. SUBMIT
COMPLETE FIRE SPRINKLER SHOP DRAWINGS
AS REQUIRED BY CONTRACT DOCUMENTS TO
THE OWNERS DESIGNATED REVIEWER. BASE
DESIGN UPON THESE DRAWINGS AND AS
REQUIRED BY THE SPECIFICATIONS. SHOP
DRAWINGS SHALL INCLUDE ELEVATIONS,
HANGER LOCATIONS, PIPE LENGTHS,
DIMENSIONS, FABRICATIONS METHODS,
MATERIAL DATA, AND ADDITIONAL
INFORMATION NECESSARY TO CLARIFY THE
INTENT OF INSTALLATION. CONTRACTOR SHALL
PROVIDE PIPE SIZE, SPRINKLER SPACING, AND
SYSTEM CONFIGURATION AS SHOWN.
ALTERNATES MUST BE APPROVED IN WRITING
BY FIRE PROTECTION ENGINEER OF RECORD
DOCUMENTS PRIOR TO BID.
2. COORDINATE LOCATIONS OF FIRE PROTECTION
COMPONENTS, INCLUDING PIPING, ALARMS,
DRAINS, TEST POINTS, ETC. WITH
ARCHITECTURAL, STRUCTURAL, MECHANICAL,
AND ELECTRICAL COMPONENTS. OBSTRUCTION
TO SPRINKLER DISCHARGE MUST BE
CONSIDERED DURING SHOP DRAWING
PRODUCTION AND INSTALLATION; ADDITIONAL
SPRINKLERS MAY BE REQUIRED AT NO
ADDITIONAL COST TO OWNER. REFER TO
SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
3. CONTRACTOR MUST VISIT THE BUILDING SITE
TO DETERMINE THE FULL EXTENT OF THE
EXISTING FIRE PROTECTION WORK AND
EXISTING CONDITIONS, BECOME TOTALLY
FAMILIAR WITH THE DISCONNECTIONS,
REMOVALS, RELOCATIONS AND/OR
RECONNECTIONS OF EXISTING FIRE
PROTECTION EQUIPMENT REQUIRED, AND
CONDITIONS IN THE PROPOSAL FOR THIS
PROJECT. NO EXTRA COMPENSATION WILL BE
PAID FOR LACK OF SUCH DETERMINATION,
FAMILIARIZATION, AND/OR ALLOWANCE.
4. SUBMIT A REQUEST FOR INFORMATION FOR
QUESTIONS REGARDING THE FIRE PROTECTION
DOCUMENTS.
5. NEUTRALIZATION WALLS, IF PROVIDED, ARE
SHOWN ON THE ARCHITECTURAL DRAWINGS.
REFER TO MECHANICAL DRAWINGS FOR
NEUTRALIZATION WALL PENETRATION DETAIL.
6. PENETRATIONS OF "RATED ASSEMBLIES"
SHALL BE FIRE STOPPED WITH AN APPROVED
MATERIAL PER METHODS REQUIRED BY THE
AUTHORITY HAVING JURISDICTION.
FIRE SPRINKLER PIPING
DEMOLITION NOTES
1. CONTRACTOR MUST VISIT THE BUILDING SITE
TO DETERMINE THE FULL EXTENT OF THE
EXISTING FIRE PROTECTION WORK AND
EXISTING CONDITIONS, BECOME TOTALLY
FAMILIAR WITH THE DISCONNECTIONS,
REMOVALS, RELOCATIONS AND/OR
RECONNECTIONS OF EXISTING FIRE
PROTECTION EQUIPMENT REQUIRED, AND
CONDITIONS IN THE PROPOSAL FOR THIS
PROJECT. NO EXTRA COMPENSATION WILL BE
PAID FOR LACK OF SUCH DETERMINATION,
FAMILIARIZATION, AND/OR ALLOWANCE.
2. UNLESS INDICATED OTHERWISE, DISCONNECT
AND REMOVE ALL EXISTING FIRE PROTECTION
COMPONENTS NOT INTENDED TO BE REUSED.
3. DISCONNECT, RELOCATE, AND RECONNECT
EXISTING FIRE PROTECTION SYSTEMS AND
EQUIPMENT WHERE REQUIRED.
4. NOTE CAREFULLY THAT THE FIRE PROTECTION
DRAWINGS ARE INTENDED TO INDICATE, ONLY
DIAGRAMMATICALLY, THE EXTENT AND THE
GENERAL CHARACTER AND LOCATIONS OF THE
WORK INCLUDED. PROVIDE ALL WORK
OBVIOUSLY INTENDED, BUT HAVING MINOR
DETAILS OMITTED OR NOT SHOWN. COMPLETE
AS REQUIRED TO PERFORM THE FUNCTIONS
INTENDED. FOLLOW THE CONTRACT
DOCUMENTS FOR BUILDING DETAILS AND FIT
THE WORK OF THE FIRE PROTECTION
DRAWINGS AND SPECIFICATIONS THERETO.
5. REMOVE ALL DEMOLITION MATERIALS AND
DEBRIS TO AN APPROVED DUMPING SITE AND
CLEAN ALL FIRE PROTECTION WORK PRIOR
THE PROJECT COMPLETION.
6. PERFORM ALL WORK ACCORDING TO THE
PROJECT PHASING SCHEDULE INFORMATION
FOR THIS PROJECT. PROVIDE ALL NECESSARY
FIRE PROTECTION WORK, TEMPORARY AND/OR
OTHERWISE, AND USE WHATEVER MEANS
NECESSARY, TO CONFORM TO THE REQUIRED
CONSTRUCTION PHASING OF THE PROJECT.
7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING
OR REPLACING ITEMS DAMAGED DURING
DEMOLITION AND CONSTRUCTION.
8. CONTRACTOR SHALL PATCH ALL HOLES TO
MATCH ADJACENT SURFACES LEFT UNUSED
AFTER EXISTING SPRINKLER PIPING OR
EQUIPMENT IS REMOVED AND VACATED FROM
THESE HOLES.
9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
AND MAINTAINING FIRE DEPARTMENT ACCESS
ROADS THROUGHOUT THE PROJECT.
10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH
THE DEMOLITION SHALL BE LEFT IN SERVICE.
11. ALL WORK SHALL BE PERFORMED DURING OFF
HOURS SO AS TO NOT INTERRUPT SERVICE.
THE CONTRACTOR SHALL PROPERLY NOTIFY
THE LANDLORD. THE LESSOR AND THE
ADJACENT TENANTS A MINIMUM OF 48 HOURS
IN ADVANCE BEFORE PROCEEDING WITH THIS
WORK. ALL WORK SHALL BE SCHEDULED IN
ADVANCE.
EXISTING FIRE PUMP
ELECTRIC FIRE PUMP
RATED 80 PSI @ 1250 GPM
SEISMIC REQUIREMENTS
GENERAL NOTES CONT.
7. THE FIRE PROTECTION ENGINEER OF RECORD
SHALL NOT BE RESPONSIBLE FOR THE
CONTRACTOR'S FAILURE TO CARRY OUT THE
CONSTRUCTION WORK IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS, NOR SHALL
THEY BE REQUIRED TO SUPERVISE THE
CONDUCT OF THE WORK, THE CONSTRUCTION
PROCEDURES FOLLOWED BY THE CONTRACTOR,
SUBCONTRACTORS, THEIR RESPECTIVE
EMPLOYEES OR ANY OTHER PERSON AT THE
JOB SITE OTHER THAN THAT OF THE
ENGINEERING FIRM'S EMPLOYEES.
8. CONTRACTOR MUST REVIEW ALL
CONSTRUCTION DOCUMENTS PRIOR TO BID.
SHOULD MODIFICATIONS TO THESE PLANS
BECOME NECESSARY TO PROPERLY
COORDINATE THE SYSTEM WITH ALL OTHER
TRADES, IT WILL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN APPROVAL OF THE
CHANGES FROM BOTH THE AUTHORITY HAVING
JURISDICTION AND THE OWNER'S DESIGNATED
REVIEW CONSULTANT IN ADDITION TO
OBTAINING THE NECESSARY APPROVALS, THE
CONTRACTOR MUST MAKE NOTE OF ANY FIELD
OR COORDINATION CHANGES ON THE
INSTALLATION DRAWINGS, AND THEN MUST
PROVIDE A SET OF AS -BUILT DRAWINGS
ONCE COMPLETE.
9. CONTRACTOR MUST VERIFY ALL DROP DOWN
LOCATIONS AT EXTERIOR WALLS WITH THE
PROJECT MANAGER PRIOR TO INSTALLATION.
10. ALL PIPING MUST BE COORDINATED AROUND
FRAMING MEMBERS AND PROPERLY INSTALLED
INSIDE THE BAR JOIST.
11. CONTRACTOR SHALL ROUTE PIPING AROUND
ALL OBSTRUCTIONS AND PROVIDE SPRINKLER
PROTECTION UNDER OBSTRUCTIONS, AS
DETAILED IN NFPA 13 STANDARDS AS PART
OF THE FIELD COORDINATION AT NO
ADDITIONAL COST TO OWNER.
12. ALL SPRINKLER DEFLECTOR DISTANCE
REQUIREMENTS SHALL BE IN ACCORDANCE TO
THE STANDARDS OUTLINED IN NFPA 13.
13. ALL PIPING PASSING THROUGH CMU WALLS
SHALL BE INSTALLED WITH ONE INCH
CLEARANCE ON ALL SIDES. (CORE DIAMETER
EQUAL TO PIPE +2"). ALL CORES SHALL BE
COORDINATED WITH STRUCTURAL REINFORCING.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ALL CORING WITH PROPER CLEARANCE AT
ALL CMU WALLS. GENERAL CONTRACTOR
SHALL BE RESPONSIBLE FOR PROVIDING A
TWO INCH CLEARANCE AROUND ALL PIPING
PASSING THROUGH CONCRETE SLABS. THE
SPRINKLER CONTRACTOR SHALL FILL ALL
CLEARANCES WITH APPROVED MASTIC.
14. PENETRATIONS OF ASSEMBLIES SHALL BE FIRE
STOPPED WITH APPROVED MATERIALS PER
METHODS DESCRIBED BY THE UL FIRE
RESISTANCE DIRECTORY.
15. PROVIDE FLUSHING CONNECTIONS IN
ACCORDANCE WITH THE STANDARDS OUTLINED
IN NFPA 13.
16. PROVIDE ALL NECESSARY OFFSETS, RISES OR
DROPS IN PIPING AND AUXILIARY DRAINS
REQUIRED BY BUILDING CONDITIONS.
17. EXAMINE THE JOB CONDITIONS AND VERIFY
ALL MEASUREMENTS, DISTANCES, ELEVATIONS,
CLEARANCES, ETC.
18. ARCHITECTURAL AND ELECTRICAL
BACKGROUND INFORMATION IS SHOWN FOR
COORDINATION PURPOSES ONLY. REFER TO
THE CONTRACT DOCUMENTS FOR LOCATIONS,
SIZES AND QUANTITIES OF OTHER TRADE
WORK.
19. SPRINKLER SPACING TO BE PER NFPA 13.
20. INTERFACE SPRINKLER SYSTEM WITH FIRE
PROTECTION SUPERVISORY SYSTEM.
21. ALL MATERIALS SHALL BE UL LISTED AND FM
APPROVED. SPRINKLERS SHALL BE TYCO
HEADS. SPRINKLER PIPE SHALL BE
MANUFACTURED TO STANDARDS RECOGNIZED
BY NFPA 13., THREADED PIPE SHALL HAVE A
CORROSION RESISTANCE RATING OF 1.0 OR
GREATER. CRIMP -TYPE COUPLINGS SHALL
NOT BE USED. THREADABLE THINWALL PIPE
WITH CORROSION RESISTANCE RATING OF
LESS THAN 1.0 SHALL BE USED ONLY WITH
ROLL GROOVE FITTINGS.
22. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC
BELL, MODEL NO. PBA248, ELECTRIC BELL BY
POTTER ELECTRIC SIGNAL OF ST. LOUIS,
MISSOURI, LOCATE AS REQUIRED BY
AUTHORITIES HAVING JURISDICTION. PROVIDE
NEW DOUBLE POLE VANE TYPE FLOW
DETECTOR, MODEL NO. VSR-F, BY POTTER
ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI.
SET ADJUSTABLE DELAYED SIGNAL AT 30
SECONDS. MOUNT WATER FLOW INDICATORS
NO HIGHER THAN 6 FEET ABOVE FINISH
FLOOR.
23. ALL SPRINKLER SYSTEMS TO BE MODIFIED
SHALL BE HYDROSTATICALLY TESTED PER
NFPA 13 PRIOR TO SPRINKLER SYSTEM
MODIFICATION AND SHALL BE
RE -HYDROSTATICALLY TESTED AFTER
COMPLETION OF WORK.
24. DO NOT HANG OR SUPPORT ANY LOADS OR
MAKE ANY ATTACHMENTS TO THE METAL
ROOF DECK OR JOIST BRIDGING.
25. SAMMY SCREWS ARE NOT PERMITTED.
26. CEILING FLANGES ARE NOT PERMITTED.
27. PROVIDE RETAINING STRAPS ON HANGERS
WHERE REQUIRED.
28. CONTRACTOR IS TO COORDINATE FINAL
SPRINKLER HEAD LOCATIONS AND PIPE
ROUTING SUCH THAT THEY DO NOT
INTERFERE WITH NOR RECEIVE DAMAGE FROM
THE NORMAL OPERATIONS OF THE AREA.
29. WHERE THE DESIGN IS SHOWN TO REPLACE
SPRINKLERS, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE SIZE OF THE
EXISTING SPRINKLER FITTING PRIOR TO BID.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO PROVIDE THE NECESSARY
FITTINGS) WHEN THE NEW SPRINKLER
DIFFERS FROM THE EXISTING SPRINKLER
CURRENTLY INSTALLED.
APPLICABLE CODES
THE SPRINKLER CONTRACTOR SHALL COMPLY WITH NFPA STANDARD: EDITION:
ALL REQUIREMENTS PER NFPA 13 "PROTECTION NFPA 13 2016
OF PIPING AGAINST DAMAGE WHERE SUBJECT TO
EARTHQUAKES". THE SPRINKLER CONTRACTOR UL GUIDELINE:
MUST ALSO TAKE INTO ACCOUNT THE LIMITATIONS UL LLC TECHNICAL REPORT PROJECT 4788122552
OF THE STRUCTURAL ELEMENTS PRIOR TO SIZING,
FASTENING AND/OR LOCATING SEISMIC UL LLC TECHNICAL REPORT PROJECT 4789705078
ASSEMBLIES, RESTRAINTS, ETC. ON THEIR PLANS.
STRUCTURAL REQUIREMENTS AND LIMITATIONS FIRE CODE:
MAY BE MORE STRINGENT THAN NFPA. 2018 INTERNATIONAL FIRE CODE W/ WASHINGTON
STATE CODE COUNSEL AMENDMENTS
BUILDING CODE:
2018 INTERNATIONAL BUILDING CODE W/
WASHINGTON STATE CODE COUNSEL AMENDMENTS
STORE LOCATION:
17100 WA -507 SE,
YELM, WA 98597
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03/26/2021
DOCUMENT DATE:
05/03/2021
SIAIL OF WASHINGION
FIRE SPRINKLER
CERTIFICATE OF COMPETENCY
FSCC-24676
EXPIRES 12-31-2021
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
C ONSTRUC TION
FIRE
SPRINKLER
SITE
PLAN
s-�EET:
FP1
INSTALL NEW LINES OFF MAIN
WITH MECHANICAL TEES &
RUN PIPING APPROXIMATELY
12" ABOVE COOLERS, TYPICAL
■o\ ■
Oil
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MIMI W"�wI� I� I I � I� I
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no L 52 61 o49 48 �4
6458 55
CD oooto67 0� o� / o0 F66 II PICKUP
COOLER
63 60
:o •o •o
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■ ■ ■L-0 Cfl
PICKUP
FREEZER ( 57 54 44
lmimimimimimimimimimimimimi
REMOTE AREA
#2
HYDRAULIC DESIGN
SYSTEM #1:
AREA #2
PICKUP COOLERS
SPRINKLERS
CALCULATED:
12 SPRINKLERS
SPRINKLERS
CALCULATED:
E: SPRINKLERS
SPRINKLER
DENSITY REQ'D:
0.4 GPM/SQ. FT.
FASTENER
11 12 PSI
AREA OF
DISCHARGE:
2000 SQ. FT.
HOSE ALLOWANCE
500 GPM
SPRINKLER SYSTEM
DEMAND ® 20:
801 GPM
DEMAND PRESSURE
® 20:
g4 PSI
CALC FILE:7711
YELM 3705 AREA...
PIPE 9'0" MAX
I YELM 3705 AREA...
NEW PICKUP COOLER
FIRE SPRINKLER PLAN
SCALE: 3/32" = 1'10' 2(
0 5
TYPICAL BRACE
SYSTEM #1:
ARRANGEMENT
SPRINKLERS
CALCULATED:
12 SPRINKLERS
SPRINKLERS
CALCULATED:
E: SPRINKLERS
MINIMUM PRESSURE:
HANGER-��
FASTENER
11 12 PSI
1" SCH-40 PIPE
12 SPRINKLERS
11
7'0" MAX LENGTH
250 GPM
(2,500 LBS)
540 GPM
OR
34 PSI
1 1/4" SCH-40
FAST CLAMP -
PIPE 9'0" MAX
I YELM 3705 AREA...
LENGTH (3,385 LBS)
TYPICAL BRACE
FITTINGS
SWIVEL
SWIVEL SWIVEL�
o
o
BRACE
BRACE BRACE PIPE
PIPE
PLp§vIVEL (TYPICAL)
° FAST CLAMP
FAST CLAMP
(TYPICAL)
° PIPE CLAMP
LATERAL BRACE
LONGITUDINAL BRACE FOUR WAY BRACE
FASTENER
DETAILS
FENDER WASHER
TOP OF JOIST
SWIVEL
1/2" EXPANSION tr . 1/2" BOLT
SHIELD OR 1/2"°ae SWIVEL
QUICK BOLT (2) °
BRACE °
REQUIRED 8
°/
PIPE
°: < .° BRACE PIPE
(A) STEEL BAR JOIST (B) CMU WALL
1/2" THRU BOLT
1/2" EXPANSION SHIELD / QUICK BOLT
(2050 LBS.)
(1782 LBS.)
FASTENER (B) ONLY ALLOWED ON FOUR WAY BRACE WHERE
LOAD IS DISTRIBUTED ACROSS TWO CMU ATTACHMENTS
NOTE: RETAINING STRAP REQUIRED FOR BEAM CLAMPS
SEISMIC BRACING
NTS
10.30.07 F02-2
OHM _
DEMOLISH ALL
EXISTING OVERHEAD
8.OK SPRINKLER
HEADS IN GM STOCK
NOTE:
PICKUP COOLERS/FREEZERS
EXTRA HAZARD GROUP 1 - 0.40 GPM/FT2
INSTALL NEW SPRINKLERS AS SHOWN IN
THE NEW COOLER/FREEZER PER NFPA 13, 2016
EDITION, AND STATE AND LOCAL ORDINANCES.
CONTRACTOR TO INSTALL MECHANICAL TEE FOR
EACH NEW OUTLET REQUIRED. CONTRACTOR TO
COORDINATE SPRINKLER HEAD LOCATIONS WITH ALL
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL
FEATURES. CONTRACTOR TO ADD HEADS AS
NECESSARY TO MAINTAIN COVERAGE PER NFPA 13.
REF 2/FP1 FOR HANGER DETAIL
REF 3/FP1 FOR DRY PENDENT SPRINKLER DETAILS
NFPA 13 - WHERE THE TOTAL DESIGN DISCHARGE
FROM THESE OPERATING SPRINKLERS IS LESS
THAN THE MINIMUM REQUIRED DISCHARGE
DETERMINED BY MULTIPLYING THE REQUIRED
DESIGN DENSITY TIMES THE REQUIRED MINIMUM
DESIGN AREA, AN ADDITIONAL FLOW SHALL BE
ADDED AT THE POINT OF CONNECTION OF THE
BRANCHLINE TO THE CROSS MAIN FURTHEST FROM
THE SOURCE TO INCREASE THE OVERALL DEMAND,
NOT INCLUDING THE HOSE ALLOWANCE, TO THE
MINIMUM REQUIRED DISCHARGE AS DETERMINED
ABOVE
EXISTING ELECTRIC
FIRE PUMP, 80 PSI
Q 1250 GPM
19
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STOCK
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EXISTING
FIRE SPR
SCALE: 3/32" = 1'
GM STOCK
NKLER DEMOLITION
0 5' 10' 20'
PLAN
HYDRAULIC DESIGN
SYSTEM #1:
AREA #1
GM STOCK
SPRINKLERS
CALCULATED:
12 SPRINKLERS
SPRINKLERS
CALCULATED:
E: SPRINKLERS
MINIMUM PRESSURE:
11 7 PSI
MINIMUM PRESSURE:
11 12 PSI
AREA OF
DISCHARGE:
12 SPRINKLERS
11
HOSE ALLOWANCE
250 GPM
SPRINKLER SYSTEM
DEMAND ® 20:
540 GPM
DEMAND
® 20: PRESSURE
34 PSI
CALC FILE:
YELM 3705 AREA...
CALC FILE:
I YELM 3705 AREA...
C
HYDRAULIC DESIGN
SYSTEM #1:
AREA #1
GM STOCK
W
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SPRINKLERS
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E: SPRINKLERS
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MINIMUM PRESSURE:
11 12 PSI
CD
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AREA OF
DISCHARGE:
2 SPRINKLERS
HOSE ALLOWANCE
250 GPM
SPRINKLER SYSTEM
DEMAND ® 20:
117 GPM
DEMAND PRESSURE
® 20:
22 PSI
CALC FILE:
I YELM 3705 AREA...
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FIRE SPRINKLER
SCALE: 3/32" = 1' 0 5
STOCK
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10' 20'
PLAN
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PROTO C YC LE:
03/26/2021
DOCUMENT DATE:
05/03/2021
STATE OF WASHINGTON
FIRE SPRINKLER
CERTIFICATE OF COMPETENCY
FSCC-24676
EXPIRES 12-31-2021
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
C ONSTRUC TION
FIRE
SPRINKLER
REMODEL
PIPING
PLAN
"-�FFT,
FP2