HomeMy WebLinkAboutWalmart Store 00706-249PROTECTION CRITERIA LEGEND
HOSE
MAXIMUM SPRINKLER
OCCUPANCY
DISCHARGE PRESSURE
ALLOWANCE
SPACING
DESIGN BASIS
CLASSIFICATION
(# OPERATING SPRINKLERS - DESIGN AREA)
(GPM)
(SQ FT)
SALES FLOOR/ INTERIOR GARDEN CENTER
30 PSI (2 AS-2S/1 L)
CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT
(SH - OPTION 2A)
18 PSI (9 AS-4S/2L & 1 S/1 L)
250
140
4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 06151702
SALES FLOOR/ INTERIOR GARDEN CENTER
25 PSI (2 AS-2S/1L)
CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT
(RNC - OPTION 2B)
10 PSI (12 AS-4S/3L)
250
140
4788122552, NC27954 ; TABLE 2 SUMMARY OF TESTS, TEST GONDOLA 10041702
12 PSI (2 AS-2S/1L)
CLASS I -IV RACK STORAGE TO 15-0 (18-0 CEILING HEIGHT), 4-0 /7-6 AISLES; UL LLC TECHNICAL REPORT
STOCKROOM -GM/GR (SL -OPTION 4)
7 PSI (12 AS-4S/3L)
250
100
PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS SRR 04191702 / DRR 09191702 / MRR 09211702
CORRIDORS/TENANT SPACES/GROCERY PREP/FOOD
0.2011500 SQ FT
250
130
CLASS I -IV TO 10'-0"; 13: TABLE 13.2.1 AND FIGURE 13.2.1
TENANT/OFFICES (MISCELLANEOUS STORAGE)
CLASS I -IV TO V-0", MISCELLANEOUS STORAGE; NFPA 13: FIGURE 13.2.1 CURVE OH2, TABLE 13.2.1
ENTRY CANOPY (MISCELLANEOUS STORAGE)
0.20/7 SPRINKLERS OPERATING
250
130
AND 13:11.2.3.4.2 AND Al1.2.3.4.2
225
LIGHT HAZARD, 13: 11.2.3.1.1, FIGURE 11.2.3.1.1
RESTROOMS/BREAKROOMS (LIGHT HAZARD)
0.1011500 SQ FT
100
AND TABLE 11.2.3.1.2
ENTRY VESTIBULES (ORDINARY HAZARD GROUP 2)
MINIMUM 0.20/1500 SQ FT
250
130
ORDINARY HAZARD GROUP 1 (NO STORAGE), 13: 11.2.3.1.1, FIGURE 11.2.3.1.1, AND TABLE 11.2.3.1.2
OR ENTIRE AREA
COOLERS/FREEZERS (MISCELLANEOUS STORAGE)
MINIMUM 0.20/1500 SQ FT
250
130
CLASS 1-III TO 12'-0" ON SINGLE ROW RACK, 13: TABLE 13.2.1 AND FIGURE 13.2.1
OR ENTIRE AREA
12 SPRINKLERS AT 15 PSI
250
100
RUBBER TIRES TO 13'-6"; ON -SIDE AND ON -TREAD ON FIXED RACKS WITHOUT
TIRE STORAGE AREA (RUBBER TIRE STORAGE)
EACH OR ENTIRE AREA
SOLID SHELVES; NFPA 13:TABLE 18.4(d) K25 ESFR SPRINKLERS
USED TIRE STORAGE (RUBBER TIRE STORAGE)
MINIMUM 0.19/1500 SQ FT
250
100
RUBBER TIRES TO 5'-0"; ON GRADE, ON TREAD AND ON SIDE; NFPA 13:TABLE 18.4(a)
OR ENTIRE AREA
GARDEN CENTER CANOPY (EXTRA HAZARD GROUP 1)
0.30/7 SPRINKLERS
500
100
CLASS I -IV ON SHELF TO 12'-0"; NFPA 13:TABLE 13.2.1; 16.2.1.2 AND 11.2.3.4.2
OPERATING
RC = RETAIL CEILING/RNC = RETAIL NO CEILING SRR = SINGLE ROW RACK
SL = STORAGE LOW/SH = STORAGE HIGH DRR = DOUBLE ROW RACK
REFERENCE SPRINKLER PLANS AND SPRINKLER SYMBOL LEGEND FOR SPRINKLERS NECESSARY TO MEET THE DESIGN REQUIREMENTS MRR = MULTIPLE ROW RACK
* = EXISTING DESIGN CRITERIA TO REMAIN
OWNER FURNISHED SPRINKLERS AND
SPRINKLER SYMBOL LEGEND
ACCESSORIES
SYMBOL
SIZE
K-FACTOR
FINISH
MFR
MAKE
S.I.N.
TEMP
STYLE
QTY
SPARE
ESCH
ESCH
ESCH
SYMBOL
SIZE
MFR
MAKE
S.I.N.
FINISH
STYLE
TEMP
K-FACTOR
QTY
STYLE
FINISH
QTY
SYMBOL LEGEND
3/4"
16.8
BRASS
TYCO
K17-231
TY7158
155
UPRIGHT
222
6
---
---
---
�!,
VARIES
VARIES
VARIES
VARIES
VARIES
EXISTING
PENDENT
VARIES
VARIES
O *
3/4"
16.8
BRASS
TYCO
K17-231
TY7158
200
UPRIGHT
6
6
---
---
---
, 1'
DEMO
DEMO
DEMO
DEMO
DEMO
DEMO
DEMO
DEMO
SYMBOL
DESCRIPTION
PENDENT
O
3/4"
11.2
BRASS
TYCO
ELO-231
TY5131
155
UPRIGHT
1246
24
---
- __
- --
•
MATCH
MATCH
MATCH
MATCH
MATCH
NEW
MATCH
MATCH
XX
HYDRAULIC REFERENCE NODE
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
PENDENT
EXISTING
EXISTING
0 *
3/4"
11.2
BRASS
TYCO
ELO-231
TY5131
200
UPRIGHT
47
6
---
---
---
; `
`
VARIES
VARIES
VARIES
VARIES
BRASS
UPRIGHT STING
VARIES
VARIES
C-
CAP
�
DEMO
DEMO
DEMO
DEMO
DEMO
DEMO
UPRIGHT
DEMO
DEMO
p
RISER NIPPLE/DROP NIPPLE
3/4"
8.0
BRASS
TYCO
TY-B
TY4151
286
UPRIGHT
5
2
---
---
---
MATCH
MATCH
MATCH
MATCH
MATCH
NEW
MATCH
MATCH
®
SPRINKLER RISER
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
UPRIGHT
EXISTING
EXISTING
WHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE CONTRACTOR 5-ram---F INSPECTOR'S TEST/AUXILIARY DRAIN
SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO, WHICH ARE EQUIVALENT TO
SUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR ADDITIONAL
THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS WILL NOT BE PERMITTED. FIRE DEPARTMENT CONNECTION
INFORMATION.
WHERE SPRINKLERS ARE INSTALLED BELOW OBSTRUCTIONS (REFRIGERATION PIPING, RTUs, CABLE
\ HANGER
TRAYS, ETC.) THESE SPRINKLERS SHALL BE REPLACED WITH SPRINKLERS MATCHING THE NEW
SPRINKLERS BEING INSTALLED AT THE ROOF DECK LEVEL.
TRAPEZE HANGER
* INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION BELOW
® NEW CONNECTION
SKYLIGHTS AND ON AIR FLOW SIDE (INTERMEDIATE-TEMERATURE ZONE) OF UNIT HEATERS PER NFPA
13.
NEW SPRINKLER PIPE
**HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND UNIT
HEATERS.
- - - - EXISTING SPRINKLER PIPE
THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 38) FOR INSTALLATION PURPOSES
FOR THE TY7258 WHEN INSTALLING WITH STYLE 30 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED TO
X X-X- DEMOLISHED SPRINKLER PIPE
LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER
INSTALLATION HAS BEEN COMPLETED.
PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED
PER NFPA 13 IN EXISTING SPRINKLER CABINET
THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 8) FOR INSTALLATION PURPOSES
FOR ANY NEW SPRINKLERS INSTALLED.
FOR THE TY7258 WHEN INSTALLING WITH STYLE 65/401 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED
TO LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER
INSTALLATION HAS BEEN COMPLETED.
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 SPRINKLERS FOR THE SPARES CABINET. INSTALL SPARE
SPRINKLER QUANTITY INDICATED ON CONTRACT DOCUMENTS PRIOR TO FIRE PROTECTION
CONSULTANT SITE OBSERVATION.
f-
2 w
� N
o
W
' N O
O N
N O
N
h
OVERALL FIRE SPRINKLER PLAN
1" = 40'-0"
UNDERGROUND PIPING SHOWN
FOR HYDRAULIC CALCULATION
PURPOSES ONLY.
SYSTEM IMPAIRMENT
SCOPE OF WORK
GENERAL NOTES
GENERAL NOTES CONT.
REQUIREMENTS
1. THE CONTRACTOR IS RESPONSIBLE FOR THE
1. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK,
COORDINATION, VERIFICATION AND PROVISION OF A
2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN
1. THE DESIGN SHOWN ON THESE CONTRACT
7. THE FIRE PROTECTION ENGINEER OF RECORD
FIRE WATCH SUBJECT TO THE REQUIREMENTS OF
THE GROCERY STOCKROOM, GENERAL
DOCUMENTS IS TO PROVIDE GUIDANCE FOR
SHALL NOT BE RESPONSIBLE FOR THE
THE LOCAL JURISDICTION. ALL FIRE WATCH COSTS
MERCHANDISING STOCKROOM, SALES FLOOR,
BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP
CONTRACTOR'S FAILURE TO CARRY OUT THE
INCURRED AS A RESULT OF THIS PROJECT SHALL BE
SEASONAL SHOP, BREAK ROOM AND VISION
DRAWINGS AS REQUIRED BY CONTRACT
CONSTRUCTION WORK IN ACCORDANCE WITH THE
INCLUDED IN THE PROJECT BID AS A SEPARATE LINE
CENTER. TO MEET THE DISCHARGE PRESSURE,
DOCUMENTS TO THE OWNERS DESIGNATED
CONTRACT DOCUMENTS, NOR SHALL THEY BE
ITEM. COORDINATION AND VERIFICATION AS TO
HOSE ALLOWANCE AND MAXIMUM SPRINKLER
REVIEWERS. BASE SPRINKLER DESIGN UPON
REQUIRED TO SUPERVISE THE CONDUCT OF THE
WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE
SPACING AS REFERENCED IN THE PROTECTION
THESE DRAWINGS AND AS REQUIRED BY THE
WORK, THE CONSTRUCTION PROCEDURES
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
CRITERIA LEGEND.
SPECIFICATIONS. SHOP DRAWINGS MUST INCLUDE
FOLLOWED BY THE CONTRACTOR,
2. THE GENERAL CONTRACTOR SHALL REQUEST THE
3. INSTALL ONE PRV ON EACH SYSTEM RISER AND
ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS,
SUBCONTRACTORS, THEIR RESPECTIVE
STORE MANAGER TO NOTIFY ALARM CENTRAL OF
INSTALL AIR RELEASE VALVE ON EACH SYSTEM IN
DIMENSIONS, FABRICATIONS METHODS, MATERIAL
EMPLOYEES OR ANY OTHER PERSON AT THE JOB
THE SYSTEMS) BEING SHUT OFF FOR WORK AND
ACCORDANCE WITH THESE DRAWINGS.SITE
DATA ANDADDITIONAL INFORMATION NECESSARY
OTHER THAN THAT OF THE ENGINEERING
THE DURATION OF THE SHUT OFF.
4. THE EXISTING FIRE SPRINKLER SYSTEMS WILL BE
TO CLARIFY THE INTENT OF INSTALLATION.
FIRM'S EMPLOYEES.
3. THE GENERAL CONTRACTOR SHALL CALL DIRECT TO
MODIFIED AS INDICATED ON THE PROJECT
CONTRACTOR SHALL PROVIDE PIPE SIZE,
8. CONTRACTOR MUST REVIEW ALL CONSTRUCTION
THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE
CONTRACT DOCUMENTS. THE SCOPE OF WORK
SPRINKLER SPACING, AND SYSTEM CONFIGURATION
DOCUMENTS PRIOR TO BID. SHOULD
ALARM SYSTEM IS IN TEST.
MAY INCLUDE THE MODIFICATION OF EXISTING
AS SHOWN. ALTERNATE MATERIALS MUST BE SENT
MODIFICATIONS TO THESE PLANS BECOME
4. AT THE END OF EACH NIGHTS WORK, THE GENERAL
BRANCHLINES, INSTALLATION OF NEW
TO THE FIRE PROTECTION ENGINEER OF RECORD
NECESSARY TO PROPERLY COORDINATE THE
CONTRACTOR SHALL CALL DIRECT TO THE FIRE
BRANCHLINES, MODIFICATION OF EXISTING RISER(S),
OR VIA THE RFI PROCESS AND MUST BE APPROVED
SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE
DEPARTMENT AND ALARM CENTRAL TO ADVISE
THE REMOVAL AND INSTALLATION OF NEW
IN RECORD DOCUMENTS PRIOR TO BID.
CONTRACTOR'S RESPONSIBILITY TO OBTAIN
WORK IS COMPLETE.
SPRINKLERS, MODIFICATION OF EXISTING MAINS,
2. COORDINATE LOCATIONS OF FIRE PROTECTION
APPROVAL OF THE CHANGES FROM BOTH THE
5. (FIRST FIRE WATCH OPTION) A FIRE WATCH SHALL BE
INSTALLATION OF NEW MAINS, REPLACEMENT OF
COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS,
AUTHORITY HAVING JURISDICTION AND THE
REQUIRED WHEN ANY FIRE PROTECTION SYSTEM IS
THE EXISTING BACKFLOW PREVENTOR.
TEST POINTS, ETC. WITH ARCHITECTURAL,
OWNER'S DESIGNATED REVIEW CONSULTANT IN
IMPAIRED OR OTHERWISE DOWN FOR ALTERATION.
5. ALL NEW PIPING SHALL HAVE HANGERS INSTALLED
STRUCTURAL, MECHANICAL, AND ELECTRICAL
ADDITION TO OBTAINING THE NECESSARY
THE APPROVED FIRE WATCH SHALL BE CONDUCTED
IN ACCORDANCE TO THE DETAILS LOCATED ON THE
COMPONENTS. OBSTRUCTION TO SPRINKLER
APPROVALS, THE CONTRACTOR MUST MAKE NOTE
BY A DEDICATED, TRAINED WALMART EMPLOYEE
FIRE PROTECTION DETAILS SHEET.
DISCHARGE MUST BE CONSIDERED DURING SHOP
OF ANY FIELD OR COORDINATION CHANGES ON THE
WHOSE SOLE RESPONSIBILITY WILL BE TO PERFORM
6. ALL 1-INCH ARMOVERS (IF APPLICABLE) SHALL HAVE
DRAWING PRODUCTION AND INSTALLATION;
INSTALLATION DRAWINGS, AND THEN MUST
HOURLY PATROLS OF THE PREMISES AND KEEP
A HANGER SECURED TO THE STRUCTURAL STEEL
ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO
PROVIDE A SET OF AS -BUILT DRAWINGS ONCE
WATCH FOR FIRES AND WILL NEED TO DOCUMENT
ONLY, NOT TO THE DECK WHEN THE LENGTH
ADDITIONAL COST TO OWNER. REFER TO
COMPLETE.
THEIR WALK AND REPORT BACK TO THE GENERAL
EXCEEDS 2 -0" WHERE STATIC PRESSURES ARE UP
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
RE
9. CONTRACTOR MUST VERIFY ALL DROP DOWN
CONTRACTOR AND WALMART MANAGEMENT. THIS
TO 100 PSI AND 1'-0" WHERE STATIC PRESSURES
3. CONTRACTOR MUST VISIT THE BUILDING SITE TO
LOCATIONS AT EXTERIOR WALLS WITH THE
PERSON SHALL BE PROVIDED WITH AT LEAST ONE
EXCEEDS 100 PSI.
DETERMINE THE FULL EXTENT OF THE EXISTING
PROJECT MANAGER PRIOR TO INSTALLATION.
APPROVED MEANS FOR NOTIFICATION TO THE FIRE
7, CEILING GRID SHALL BE PERMITTED TO BE REMOVED
FIRE PROTECTION WORK AND EXISTING
10, ALL PIPING MUST BE COORDINATED AROUND
DEPARTMENT.
IN AREAS WHERE REQUIRED IN ORDER TO
CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE
FRAMING MEMBERS AND PROPERLY INSTALLED
6. (SECOND FIRE WATCH OPTION) A FIRE WATCH SHALL
COMPLETE THE WORK NEEDED SUCH AS DEMO AND
DISCONNECTIONS, REMOVALS, RELOCATIONS
INSIDE THE BAR JOIST.
BE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM
INSTALLATION OF NEW MAINS OR LONG DROPS. IN
AND/OR RECONNECTIONS OF EXISTING FIRE
11. CONTRACTOR SHALL ROUTE PIPING AROUND ALL
IS IMPAIRED OR OTHERWISE DOWN FOR
THIS CASE THE CONTRACTOR SHALL BE
PROTECTION EQUIPMENT REQUIRED, AND
OBSTRUCTIONS AND PROVIDE SPRINKLER
ALTERATION. THE FIRE SPRINKLER CONTRACTOR
RESPONSIBLE FOR REPLACING DAMAGED CEILING
CONDITIONS IN THE PROPOSAL FOR THIS PROJECT.
PROTECTION UNDER OBSTRUCTIONS, AS DETAILED
SHALL HIRE AN APPROVED OFF -DUTY FIRE FIGHTER
TILE OR GRID DURING THE INSTALLATION. ALL
NO EXTRA COMPENSATION WILL BE PAID FOR LACK
IN NFPA 13 STANDARDS AS PART OF THE FIELD
TO PERFORM THE REQUIRED FIRE WATCH. FIRE
REMOVED CEILING TILES MUST BE REPLACED AT
OF SUCH DETERMINATION, FAMILIARIZATION,
COORDINATION AT NO ADDITIONAL COST TO
WATCH PERSONNEL SHALL BE PROVIDED WITH AT
THE END OF BUSINESS DAY. AREAS LEFT EXPOSED
AND/OR ALLOWANCE.
OWNER.
LEAST ON APPROVED MEANS FOR NOTIFICATION OF
SUCH AS BUT NOT LIMITED TO REMOVED CEILING
4. SUBMIT A REQUEST FOR INFORMATION FOR
12. ALL SPRINKLER DEFLECTOR DISTANCE
THE FIRE DEPARTMENT AND THEIR SOLE DUTY SHALL
GRID AND CEILING TILES SHALL NOT BE PERMITTED.
QUESTIONS REGARDING THE FIRE PROTECTION
REQUIREMENTS SHALL BE IN ACCORDANCE TO THE
BE TO PERFORM CONSTANT PATROLS AND WATCH
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DOCUMENTS PER RFI PROCESS LOCATED IN THE
STANDARDS OUTLINED IN NFPA 13.
FOR THE OCCURRENCE OF FIRE. FOR HOT WORK
PURCHASING AND INSTALLING MATCHING CEILING
FIRE PROTECTION SPECIFICATIONS.
13. ALL PIPING PASSING THROUGH CMU WALLS SHALL
OPERATIONS, A FIRE WATCH SHALL BE POSTED FOR
TILES TO REPLACE ANY CEILING TILES THAT HAVE
5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN
BE INSTALLED WITH ONE INCH CLEARANCE ON ALL
THE DURATION OF THE WORK AND 30 MINUTES
EMPTY HOLES DUE TO SPRINKLER REPLACEMENT.
ON THE ARCHITECTURAL DRAWINGS. REFER TO
SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). ALL
THEREAFTER.
9. USE EACH EXISTING OUTLETS FOR ONE NEW ARM
MECHANICAL DRAWINGS FOR NEUTRALIZATION
CORES SHALL BE COORDINATED WITH STRUCTURAL
7. ONLY (1) ONE SYSTEM IS PERMITTED TO BE SHUT
OVER TO NEW SPRINKLER LOCATION UNLESS
WALL PENETRATION DETAIL.
REINFORCING. CONTRACTOR IS RESPONSIBLE FOR
DOWN AT ONE TIME.
HYDRAULICALLY CALCULATED. CONTRACTOR SHALL
6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE
PROVIDING ALL CORING WITH PROPER CLEARANCE
8. ANY FIRE DEPARTMENT FEES FOR FAILURE TO
INSTALL 1" INCH MECHANICAL TEES IF ADDITIONAL
FIRE STOPPED WITH AN APPROVED MATERIAL PER
AT ALL CMU WALLS. GENERAL CONTRACTOR SHALL
FOLLOW PROCEDURES WILL BE AT THE GENERAL
OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS
METHODS REQUIRED BY PROJECT SPECIFICATIONS
BE RESPONSIBLE FOR PROVIDING A TWO INCH
CONTRACTORS EXPENSE.
COMPLETE, THE NEW SPRINKLER SYSTEM SHALL
AND THE AUTHORITY HAVING JURISDICTION.
CLEARANCE AROUND ALL PIPING PASSING
9. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED
MEET ALL REQUIREMENTS OF NFPA 13.
THROUGH CONCRETE SLABS. THE SPRINKLER
AT ALL TIMES DURING CONSTRUCTION, DEMOLITION,
10. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS AS
CONTRACTOR SHALL FILL ALL CLEARANCES WITH
REMODELING ALTERATIONS AND ADDITIONS
DUE TO PAINT, ETC..
APPROVED MASTIC.
THE WALMART.. ALL EXITS SHALL NOT BE BLOCKED,
CONTRACTOR SHALL COORDINATE.NECESSARY
FIRE SPRINKLER PIPING AND
14. ON THE SALES FLOOR AND SEASONAL SHOP, PRIME
REDUCED OR OTHERWISE MADE INOPERABLE WHICH
11. THE CONTRACTOR IS RESPONSIBLE FOR
AL I PANT
AND ND PAINTAL L NEWLY INSTALLED PIPE, PIPE
ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND
MAINTAINING THE FIRE LANES DURING THE
DEMOLITION
NOTES
FSUPPORTS TO MATCH EXISTING
EXIT DISCHARGE TO THE PUBLIC WAY. TEMPORARY
SPRINKLER SYSTEM UPGRADE PROCESS. THE
CEILING.
MEANS OF EGRESS ARE ALLOWED.
CONTRACTOR SHALL COORDINATE WITH THE STORE
15. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE
10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE
MANAGER A STAGING AREA FOR MATERIALS AND
1. CONTRACTOR MUST VISIT THE BUILDING SITE TO
WITH THE STANDARDS OUTLINED IN NFPA 13.
END OF EACH WORKDAY.
TOOLS TO BE USED FOR PROJECT PRIOR TO START
DETERMINE THE FULL EXTENT OF THE EXISTING FIRE
16. PROVIDE ALL NECESSARY OFFSETS, RISES OR
OF WORK.
PROTECTION WORK AND EXISTING CONDITIONS,
DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED
12. THE SPRINKLER CONTRACTOR SHALL BE
BECOME TOTALLY FAMILIAR WITH THE
BY BUILDING CONDITIONS.
HYDROSTATIC TEST
RESPONSIBLE FOR PREPARING THE SHOP
DISCONNECTIONS, REMOVALS, RELOCATIONS
AND/OR RECONNECTIONS OF EXISTING FIRE
17. EXAMINE THE JOB CONDITIONS AND VERIFY ALL
MEASUREMENTS, DISTANCES, ELEVATIONS,
DRAWINGS, HYDRAULIC CALCULATIONS AND
APPROVAL (BY THE ENGINEER OF RECORD AND AHJ)
PROTECTION EQUIPMENT REQUIRED, AND
CLEARANCES, ETC.
AS WELL AS INSTALLATION.
CONDITIONS IN THE PROPOSAL FOR THIS PROJECT.
18. ARCHITECTURAL AND ELECTRICAL BACKGROUND
13. THE SPRINKLER CONTRACTOR MUST FIRST SUBMIT
NO EXTRA COMPENSATION WILL BE PAID FOR LACK
INFORMATION IS SHOWN FOR COORDINATION
BUILDING SPRINKLER SYSTEM(S) INVOLVED IN THIS
DOCUMENTS, AS OUTLINED IN THE PROJECT
OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR
PURPOSES ONLY. REFER TO THE CONTRACT
SCOPE OF WORK SHALL BE HYDROSTATICALLY TESTED
SPECIFICATIONS, TO THE FIRE PROTECTION
ALLOWANCE.
DOCUMENTS FOR LOCATIONS, SIZES AND
IN ACCORDANCE WITH NFPA 13. MOREOVER, THE
ENGINEER OF RECORD FOR APPROVAL. AFTER THE
2. UNLESS INDICATED OTHERWISE, DISCONNECT AND
QUANTITIES OF OTHER TRADE WORK.
FOLLOWING TWO (2) HYDROSTATIC TESTS SHALL BE
APPROVAL IS GIVEN, THE CONTRACTOR MUST
REMOVE ALL EXISTING FIRE PROTECTION
19. SPRINKLER SPACING SHALL BE PER NFPA 13
PERFORMED BY THE CONTRACTOR:
SUBMIT TO THE AUTHORITY HAVING JURISDICTION
COMPONENTS NOT INTENDED TO BE REUSED.
UNLESS OTHERWISE NOTED ON PLANS AND/ OR
1. THE FIRST HYDROSTATIC TEST SHALL BE
FOR INSTALLATION PERMIT.
3. DISCONNECT, RELOCATE, AND RECONNECT
PROTECTION CRITERIA LEGEND.
PRIOR
PERFORMED BY THE CONTRACTOR PRIOR TO
14. THE CONTRACTOR SHALL COORDINATE WITH THE
EXISTING FIRE PROTECTION SYSTEMS AND
20. INTERFACE SPRINKLER SYSTEM WITH FIRE
START OF SPRINKLER SYSTEM SCOPE
STORE MANAGER ON THE AREA TO BE WORKED ON
EQUIPMENT WHERE REQUIRED.
PROTECTION SUPERVISORY SYSTEM.
WORK "PRE -SCOPE HYDRO TEST");
( )
AT LEAST 24 HOURS IN ADVANCE.
4. NOTE CAREFULLY THAT THE FIRE PROTECTION
21. ALL MATERIALS SHALL BE UL LISTED OR FM
2. THE SECOND HYDROSTATIC TEST SHALL BE
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DRAWINGS ARE INTENDED TO INDICATE, ONLY
APPROVED. SPRINKLER PIPE SHALL BE
PERFORMED BY THE CONTRACTOR AFTER
DAMAGE TO ANY OF THE STORES CONTENTS
DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL
MANUFACTURED TO STANDARDS RECOGNIZED BY
COMPLETION OF CONTRACT SCOPE WORK
(MERCHANDISE), OR THE BUILDING COMPONENTS AS
CHARACTER AND LOCATIONS OF THE WORK
NFPA 13., THREADED PIPE SHALL HAVE A
("POST -SCOPE HYDRO TEST").
A RESULT OF THE WORK SHOWN ON THE CONTRACT
INCLUDED. PROVIDE ALL WORK OBVIOUSLY
CORROSION RESISTANCE RATING OF 1.0 OR
DOCUMENTS.
INTENDED, BUT HAVING MINOR DETAILS OMITTED OR
GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE
THE HYDROSTATIC TESTS ON EXISTING SPRINKLER
16. THE CONTRACTOR SHALL REPAIR ANY LEAKS OR
NOT SHOWN. COMPLETE AS REQUIRED TO
USED. THREADABLE THINWALL PIPE WITH
SYSTEM SHALL BE CONDUCTED AT A PRESSURE OF
REPLACE ANY LEAKING COMPONENTS AFFECTED BY
PERFORM THE FUNCTIONS INTENDED. FOLLOW THE
CORROSION RESISTANCE RATING OF LESS THAN 1.0
200 PSI FOR 2 HOURS. NEW SYSTEMS SHALL
THIS SCOPE OF WORK AT NO ADDITIONAL COST TO
CONTRACT DOCUMENTS FOR BUILDING DETAILS
SHALL BE USED ONLY WITH ROLL GROOVE FITTINGS.
TESTED PER PRESSURE REQUIREMENTS OF NFPA 13.
THE OWNER.
AND FIT THE WORK OF THE FIRE PROTECTION
22, IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL,
DRAWINGS AND SPECIFICATIONS THERETO.
MODEL NO. PBA248, ELECTRIC BELL BY POTTER
THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
5. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS
ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE
DAMAGE TO CONTENTS OR BUILDING OCCURRING
DURING THE "PRE-SCOPEHYDRO TEST" PROVIDED ALLJURISDICTION.
WATER SUPPLY
TO AN APPROVED DUMPING SITE AND CLEAN
FIRE PROTECTION ij ORK PRIOR HE PROJECT
AS REQUIRED BHAVINGY AUTHORITIES
PROVIDE DEE NEW DOUBLE POLE VANE
COMMERCIALLY REASONABLE MEASURES NECESSARY
COMPLETION.
TYPE FLOW DETECTOR, MODEL NO. VSR-F, BY
OR PRUDENT TO PROTECT CONTENTS OR BUILDING
INFORMATION
6. PERFORM ALL WORK ACCORDING TO THE PROJECT
POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI.
COMPONENTS WERE FOLLOWED FOR APPROPRIATE
PHASING SCHEDULE INFORMATION FOR THIS
SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS.
TEST PROCESS. CONTRACTOR SHALL COMPLETE
TEST STATIC AT SRC: 55 PSI
PROJECT. PROVIDE ALL NECESSARY FIRE
MOUNT WATER FLOW INDICATORS NO HIGHER THAN
REPAIRS AND / OR REMEDIATION TO EXISTING
TEST RESIDUAL AT SRC: 50 PSI AT 1030 GPM
PROTECTION WORK, TEMPORARY AND/OR
6 FEET ABOVE FINISH FLOOR.
SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES
OTHERWISE, AND USE WHATEVER MEANS
23. ALL SPRINKLER SYSTEMS THAT ARE TO BE
IDENTIFIED DURING PRE -SCOPE TESTING AS AN
INFORMATION DERIVED FROM A WATER REPORT BY
NECESSARY, TO CONFORM TO THE REQUIRED
MODIFIED SHALL BE HYDROSTATICALLY TESTED PER
ADDITIONAL SERVICE.
CI & FROM A FLOW TEST
CONSTRUCTION PHASING OF THE PROJECT.
NFPA 13 PRIOR TO SPRINKLER SYSTEM
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
CONDUCTED ON 11/05/20. THE TEST WAS CONDUCTED
DON 1 /05
CONDUCTED
7• CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR
MODIFICATION AND SHALL BE RE -HYDROSTATICALLY
FOR DAMAGE TO CONTENTS OR BUILDING OCCURRING
AT 10:00 AM EST.
REPLACING ITEMS DAMAGED DURING DEMOLITION
TESTED AFTER COMPLETION OF WORK.
DURING THE "POST -SCOPE HYDRO TEST" PROCEDURE
AND CONSTRUCTION.
24. DO NOT HANG OR SUPPORT ANY LOADS OR MAKE
ORIGINATING IN EXISTING OR NEW SYSTEM
FLOW TEST ELEVATION: 100.0 FT AMSL
8. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH
ANY ATTACHMENTS TO THE METAL ROOF DECK OR
COMPONENTS. CONTRACTOR SHALL COMPLETE
BUILDING PAD ELEVATION: 100.0 FT AMSL
ADJACENT SURFACES LEFT UNUSED AFTER EXISTING
JOIST BRIDGING.
REPAIRS AND / OR REMEDIATION TO EXISTING
SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND
25. SAMMY SCREWS ARE NOT PERMITTED.
SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES
THE WATER SUPPLY IS MODIFIED BY THE FOLLOWING:
VACATED FROM THESE HOLES.
26. CEILING FLANGES ARE NOT PERMITTED.
IDENTIFIED DURING POST -SCOPE TESTING AT NO
9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND
27. PROVIDE RETAINING STRAPS ON HANGERS WHERE
ADDITIONAL COST TO WALMART.
+ 0.0 PSI DUE TO ELEVATION DIFFERENCE
MAINTAINING FIRE DEPARTMENT ACCESS ROADS
REQUIRED.
WHEN CONDUCTING HYDROSTATIC TESTING ON
BETWEEN TEST AND BUILDING
THROUGHOUT THE PROJECT.
28. CONTRACTOR IS TO COORDINATE FINAL SPRINKLER
EXISTING SYSTEMS AS REQUIRED BY NFPA 13,
5.0 PSI WALMART SAFETY FACTOR
10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE
HEAD LOCATIONS AND PIPE ROUTING SUCH THAT
CONTRACTOR SHALL TAKE SUCH ACTIONS AS MAY BE
DEMOLITION SHALL BE LEFT IN SERVICE.
THEY DO NOT INTERFERE WITH NOR RECEIVE
NECESSARY TO REDUCE POTENTIAL DAMAGE TO
DESIGN STATIC AT SRC: 50 PSI
11. THE CONTRACTOR SHALL PROPERLY NOTIFY THE
DAMAGE FROM THE NORMAL OPERATIONS OF THE
CONTENTS AND BUILDING DURING EXECUTION OF
DESIGN RESIDUAL AT SRC: 45 PSI AT 1030 GPM
LANDLORD. THE LESSOR AND THE ADJACENT
AREA.
SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO THE
TENANTS A MINIMUM OF 48 HOURS IN ADVANCE
FOLLOWING:
BEFORE PROCEEDING WITH THIS WORK. ALL WORK
1. USE OF LOW CAPACITY PRESSURE PUMP TO
SHALL BE SCHEDULED IN ADVANCE.
INCREASE PRESSURE IN SYSTEM AT
INCREMENTAL RATE TO LIMIT SURGES IN
APPLICABLE CODES
SYSTEM; AND
AIR RELEASE VENT
GENERAL UNDERGROUND
2. PROVISION OF WORK STAFF DEDICATED TO
MONITORING THE IMPACTED SYSTEM AREA
NOTES
DURING PRESSURE APPLICATION AND DURING
CODE STANDARD EDITION
HYDROSTATIC TEST FOR SIGNS OF SYSTEM
ONE AIR VENT MUST BE INSTALLED ON ALL WET TYPE
NFPA 13 2013
COMPROMISE (MINIMUM 1 PERSON / 20,000 SQ.
FIRE PROTECTION SYSTEMS INCLUDING SYSTEMS NOT
1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC
2014
FT. AREA) ; AND
AFFECTED BY THE REMODEL SCOPE OF WORK. EACH
REFERENCE ONLY.
NFPA 25
FFPC 6TH
3. MAINTAINING DEDICATED PERSON AT SYSTEM
AIR VENT IS TO BE INSTALLED AT THE HIGHEST POINT
2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS IF
CONTROL VALVE IN CONSTANT
OF THE SYSTEM AND PREFERABLY ON THE MAINS. THE
AVAILABLE.
COMMUNICATION WITH SYSTEM MONITORS TO
CONTRACTOR IS RESPONSIBLE FOR LOCATING THE
3, NO NEW WORK UNLESS OTHERWISE NOTED.
SHUT OFF TEST PUMP AND DRAIN SYSTEM IN
HIGHEST POINT OF EACH SYSTEM AND INSTALLING THE
EVENT OF SYSTEM ORIF
NO
AIR VENT INNINSTALLEID BLE THE AIR
CONTACT INFORMATION
4. PROVISO OF REA YILURE SUPPLI SLPRIOR
VT IS TO EAD
ABOVEAAN EXISTING CEILING
START OF TESTING TO FACILITATE DAMAGE
THE CONTRACTOR MUST PROVIDE SIGNAGE PER NFPA
PLACARD INFORMATION
MINIMIZATION 1N EVENT OF SYSTEM FAILURE
13. REF 3-FP3.
(TARPS / PLASTIC SHEETING, WET / DRY
DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS
VACUUM ETC.); AND
PROVIDED BY THE FOLLOWING CONTACTS:
5. COVERING HIGH VALUE EQUIPMENT PRIOR TO
THE FOLLOWING INFORMATION MUST BE SHOWN ON
TESTING; AND
THE PLACARDS FOR EACH UL PERFORMANCE BASE
CIT OF ZEPHYRHILLS FIRE DEPARTMENT:
6. LIMITATION OF TESTING TO ONE SYSTEM AT A
DESIGNS. USE A PLACARD FOR EACH CALCULATED
BRIAN SWARTOUT, FIRE CHIEF
TIME- AND
DESIGN. PLACARDS SHALL BE ENGRAVED METAL
(813) 780-0020
7. TESTING OF SYSTEMS DURING OFF HOURS /
SIGNS. REFERENCE SPECIFICATIONS FOR ADDITIONAL
OVERNIGHT.
INFORMATION. PLACARDS THAT ARE INSTALLED WITH
THERE IS NO INDICATION OF MIC
(MICROBIOLOGICALLY INFLUENCED
CORROSION) IN THE EXISTING BUILDING.
OLISH EXISTING PIPING AND
NKLER IN THIS AREA. CUT AND CAP
TING PIPING. RELOCATE AND
VIDE NEW SPRINKLER COVERAGE AS
UIRED IN NEW BUILDING LAYOUT
INFORMATION WRITTEN PERMANENT MARKER WILL
NOT BE ACCEPTED.
SYSTEM #: X AREA: X
SPRINKLERS CALCULATED: X
SPRK END HEAD PRESSURE: X
HOSE DEMAND: X
SYSTEM FLOW DEMAND: X
SYSTEM PRESSURE DEMAND: X
SYSTEM SAFETY FACTOR: X
INSTALLING CONTRACTOR: X
UL PERFORMANCE BASE DESIGN
PROJECT 4788122552, NC27954
SHEET INDEX
FP1
OVERALL FIRE SPRINKLER PLAN
FP2
ENLARGED FIRE SPRINKLER PLAN
FP2.1
OPERATIONAL FLEXIBILITY FIRE SPRINKLER
PLAN SYSTEM 1
FP2.2
OPERATIONAL FLEXIBILITY FIRE SPRINKLER
PLAN SYSTEM 2
FP2.3
OPERATIONAL FLEXIBILITY FIRE SPRINKLER
PLAN SYSTEM 3
FP2.4
OPERATIONAL FLEXIBILITY FIRE SPRINKLER
PLAN SYSTEM 4
FP2.5
OPERATIONAL FLEXIBILITY FIRE SPRINKLER
PLAN SYSTEM 5
FP3
FIRE PROTECTION DETAILS
REVI EW DATE S/ �-
CITY OF UFE S
FIRE AND LIFE SAFETY EXAMINER_,
ALL WORK SHALL COMPLY WITH
NFFA CODES AND STANDARDS STORE ADDRESS
7631 GALL BLVD
ZEPHYRHILLS, FL
EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND
EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE
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STATE OF
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7/20/2021
OVERALL
FIRE
SPRINKLER
PLAN
SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES
PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING
SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET:
DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF FP1
EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO
FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.
7
--
MOTHER'S ROOM FIRE PROTECTION CONSTRUCTION PLAN
3/16" = 1'-0"
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MOTHER'S ROOM FIRE PROTECTION DEMOLITION PLAN
3/16" = T-0"
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VISION CENTER FIRE PROTECTION PLAN
118" = 1'-0"
its
BREAKROOM: RELOCATE EXISTING PENDENT
SPRINKLERS AS SHOWN AND TIE INTO THE
EXISTING OUTLETS OR NEW MECHANICAL TEE.
VISION CENTER: RELOCATE EXISTING PENDENT
SPRINKLERS AS SHOWN AND TIE INTO
EXISTING OUTLETS OR NEW MECHANICAL TEE.
INSTALLATION SHALL COMPLY WITH NFPA 13
AND LOCAL REQUIREMENTS. VERIFY EXISTING
FIELD CONDITIONS BEFORE COMMENCING
WORK.
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VAUIL
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Q No 52186
Q STATE OF !(�
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7/20/2021
ENLARGED
FIRE
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PLAN
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FP2
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SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 26)
25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES)
250 GPM HOSE
140 SQ FT MAXIMUM SPACING
CLASS I -IV ON SHELF TO 12'-0" (26-0" CEILING HEIGHT), 5'-O" AISLES;
1 II 1 1 (` TG(`WK11(`AI DCDOPT DDn =r`T A7Q.Q1'))AR) AIC97QFA _ TARI G 7
Hydraulic Information
Remote Area Name
System 1 Sales - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 25.00 psi
K-Factor
11.2
Total Water Required
362 GPM
Total Pressure Required
37.36 psi
Base of Riser
362 GPM
Base of Riser
37.36 psi
Safety Margin
+11.92 (24.19%)
Hydraulic Information
Remote Area Name
System 1 Sales - 12s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 10.00 psi
K-Factor
11.2
Total Water Required
676 GPM
Total Pressure Required
26.78 psi
Base of Riser
676 GPM
Base of Riser
26.78 psi
Safety Margin
+20.92 (43.86%)
-_ _ __
1--------.-
STOCKROOM - GM/GR (OPTION 4)
12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
7 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES)
250 GPM
100 SQ FT MAXIMUM SPACING
CLASS I -IV RACK STORAGE TO 15'-0"/12'-0" (18'-0" CEILING HEIGHT),
4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552,
NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 / DRR
09191702 & 09261702 / MRR 09211702
Hydraulic Information
Remote Area Name
System 1 GM Stock - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 12.00 psi
K-Factor
16.8
Total Water Required
367 GPM
Total Pressure Required
23.70 psi
Base of Riser
367 GPM
Base of Riser
23.70 psi
Safety Margin
+25.56 (51.88%)
SI (2 SPRINKLERS - 2 SPRINKLERS 11 LINE)
SI (9 SPRINKLERS - 4 SPRINKLERS / 2 LINES & 1 SPRINKLER /
3PM HOSE
3Q FT MAXIMUM SPACING
3S I -IV ON SHELF TO 12'-0" (26-0" CEILING HEIGHT), 5'-0" AISLE
LC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABI
UADv nC TCQTQ TCQTQ (]nA1nn1 A 10M17AI) 2. 10n117n9 / CD[
Hydraulic Information
Remote Area Name
System 1 Seasonal Shop - 2
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 30.00 psi
K-Factor
11.2
Total Water Required
373 GPM
Total Pressure Required
44.05 psi
Base of Riser
373 GPM
Base of Riser
44.05 psi
Safety Margin
+5.19 (10.54%)
- ,�
Hydraulic Information
Remote Area Name
System 1 Seasonal Shop - 9
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
9 @ 18.00 psi
K-Factor
11.2
Total Water Required
692 GPM
Total Pressure Required
38.18 psi
Base of Riser
692 GPM
Base of Riser
38.18 psi
Safety Margin
+9.42 (19.79%
10
Hydraulic Information
Remote Area Name
System 1 GM Stock -12s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 7.00 psi
K-Factor
16.8
Total Water Required
804 GPM
Total Pressure Required
25.03 psi
Base of Riser
804 GPM
Base of Riser
25.03 psi
Safety Margin
+21.81 (46.56%)
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0 , STATE OF
7/20/2021
OPERATIONAL
FLEXIBILITY
FIRE
SPRINKLER
PLAN
SYSTEM 1
SHEFFP2.1
SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2B)
25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES)
250 GPM HOSE
140 SQ FT MAXIMUM SPACING
CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES;
UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2
SUMMARY OF TESTS, TESTS GONDOLA 10041702
V
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OPERATIONAL FLEXIBILITY SYSTEM 2B
3/32" = 1'-0"
T
Hydraulic Information
Remote Area Name
System 2 Sales - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 25.00 psi
K-Factor
11.2
Total Water Required
362 GPM
Total Pressure Required
39.78 psi
Base of Riser
362 GPM
Base of Riser
39.78 psi
Safety Margin
+9.5 (19.27%)
Hydraulic Information
Remote Area Name
System 2 Sales - 12s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 10.00 psi
K-Factor
11.2
Total Water Required
678 GPM
Total Pressure Required
39.86 psi
Base of Riser
678 GPM
Base of Riser
39.86 psi
Safety Margin
+7.83 (16.42%)
10
1
SEE FP2.3 FOR -
!'/1A1T9 A11 I A TIlIAI
OPERATIONAL FLEXIBILITY SYSTEM 2A
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VAUC
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0 STATE OF
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7/20/2021
SHEFFP2.2
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DOCUMENT DATE:
11/06/20
t
ppuc Vgt���i
Q No 52186
i0 STATE OF
7/20/2021
OPERATIONAL
FLEXIBILITY
FIRE
SPRINKLER
PLAN
SYSTEM 3
=HEFFP2.3
Hydraulic Information
Remote Area Name
System 4 Sales - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
25 GPM
Flowing Heads
2 @ 25.00 psi
K-Factor
11.2
Total Water Required
137 GPM
Total Pressure Required
40.29 psi
Base of Riser
137 GPM
Base of Riser
40.29 psi
Safety Margin
+9.59 (19.23%)
Hydraulic Information
Remote Area Name
System 4 Sales - 12s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 10.00 psi
K-Factor
11.2
Total Water Required
678 GPM
Total Pressure Required
44.75 psi
Base of Riser
678 GPM
Base of Riser
44.75 psi
Safety Margin
+2.94 (6.17%)
OPERATIONAL FLEXIBILITY SYSTEM 4B
3/32" = V-0"
y
SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 213)
25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES)
250 GPM HOSE
140 SQ FT MAXIMUM SPACING
CLASS HV ON SHELF TO 12'-0" (26-0" CEILING HEIGHT), 5'-0" AISLES;
UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2
SUMMARY OF TESTS, TESTS GONDOLA 10041702
OPERATIONAL FLEXIBILITY SYSTEM 4A
3/32" = 1'-0"
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PROTO CYCLE:
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DOCUMENT DATE:
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pAUIL
Q : No 52186
�O STATE OF
C
Sis10NAI. V ♦�♦
7/20/2021
SHEFFP2.4
STOCKROOM - GMIGR (OPTION 4)
12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
7 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES)
250 GPM
100 SQ FT MAXIMUM SPACING
CLASS 1-IV RACK STORAGE TO 15'-0"/12'-0" (18'-0" CEILING HEIGHT),
4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552,
NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 /DRR
09191702 & 09261702 / MRR 09211702
Hydraulic Information
Remote Area Name
System 5 GR Stock - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 12.00 psi
K-Factor
16.8
Total Water Required
366 GPM
Total Pressure Required
26.76 psi
Base of Riser
366 GPM
Base of Riser
26.76 psi
Safety Margin
+22.5 (45.68%)
Hydraulic Information
Remote Area Name
System 5 GR Stock - 12s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 7.00 psi
K-Factor
16.8
Total Water Required
789 GPM
Total Pressure Required
45.91 psi
Base of Riser
789 GPM
Base of Riser
45.91 psi
Safety Margin
+1.04 (2.21 %)
3
RE -SPACE SPRINKLERS IN THIS AF
TO BE NO MORE THAN 100 SQ. FT.
NEW SPRINKLERS SHALL BE SPAC
NO MORE THAN 8 FT APART. PLUG
EXISTING HEADS AS NECESSARY
OPERATIONAL FLEXIBILITY SYSTEM 5B
3/32" = 1'-0"
Hydraulic Information
Remote Area Name
System 5 GR Receiving - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 12.00 psi
K-Factor
16.8
Total Water Required
366 GPM
Total Pressure Required
23.84 psi
Base of Riser
366 GPM
Base of Riser
23.84 psi
Safety Margin
+25.42 (51.61 %)
SALES FLOOR & INTERIOR GARDEN CENTER • (NRC - OPTION 2B)
25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
10 PSI (12 SPRINKLERS -4 SPRINKLERS 13 LINES)
250 GPM HOSE
140 SQ FT MAXIMUM SPACING
CLASS I -IV ON SHELF TO 12'-0" (26-0" CEILING HEIGHT), 6-0" AISLES;
UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2
SUMMARY OF TESTS, TESTS GONDOLA 10041702
Hydraulic Information
Remote Area Name
System 5 Sales - 2s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
2 @ 25.00 psi
K-Factor
11.2
Total Water Required
362 GPM
Total Pressure Required
39.34 psi
Base of Riser
362 GPM
Base of Riser
39.34 psi
Safety Margin
+9.94 (20.17%)
Hydraulic Information
Remote Area Name
System 5 Sales - 12s
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 10.00 psi
K-Factor
11.2
Total Water Required
676 GPM
Total Pressure Required
38.28 psi
Base of Riser
676 GPM
Base of Riser
38.28 psi
Safety Margin
+9.42 (19.75%)
Hydraulic Information
Remote Area Name
System 5 GR Receiving - 12
Occupancy Classification
Owner Provided UL Tested
Density
0 GPM
Total Hose Streams
250 GPM
Flowing Heads
12 @ 7.00 psi
K-Factor
16.8
Total Water Required
790 GPM
Total Pressure Required
38.86 psi
Base of Riser
790 GPM
Base of Riser
38.86 psi
Safety Ma
8 08 (17 22°/ )
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RE -SPACE SPRINKLERS IN THIS AREA
TO BE NO MORE THAN 100 SQ. FT.
NEW SPRINKLERS SHALL BE SPACED
NO MORE THAN 8' APART. PLUG
EXISTING HEADS AS NECESSARY -
F
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STOCKROOM - GM/GR (OPTION 4)
12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)
7 PSI (12 SPRINKLERS -4 SPRINKLERS / 3 LINES)
250 GPM
100 SQ FT MAXIMUM SPACING
CLASS I -IV RACK STORAGE TO 16-O'Y12'-0" (18'-0" CEILING HEIGHT),
4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552,
NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 / DRR
09191702 & 09261702 / MRR 09211702
RE -SPACE SPRINKLERS IN THIS AREA
TO BE NO MORE THAN 100 SQ. FT.
NEW SPRINKLERS SHALL BE SPACED
Hydraulic Information
Hydraulic Information
Remote Area Name
TEST 2
Remote Area Name
TEST 1
Occupancy Classification
Ordinary Group II
Occupancy Classification
Ordinary Group 11
Density
0 GPM
Density
0 GPM
Total Hose Streams
25 GPM
Total Hose Streams
25 GPM
Flowing Heads
2 @ 12.00 psi
Flowing Heads
12 @ 7.00 psi
K-Factor
16.8
K-Factor
16.8
Total Water Required
152 GPM
Total Water Required
641 GPM
Total Pressure Required
28.72 psi
Total Pressure Required
38.83 psi
Base of Riser
152 GPM
Base of Riser
641 GPM
Base of Riser
28.72 psi
Base of Riser
38.83 psi
Safety Margin
+21.13 (42.39%)
Safety Margin
+9,09 (18.98%)
Margin + o NO MORE THAN 8' APART. PLUG
EXISTING HEADS AS NECESSARY ADD 3" SECONDAR AIN
2 TO GRID THE S EM SEE FP2.3 FOR
CONTINUATION
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PROTO CYCLE: 09/25/20
DOCUMENT DATE: 11/06/20
♦�� PpuL
Q No 52186
0 STATE OF Q/�\
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IVAL
7/20/2021
OPERATIONAL
i FLEXIBILITY
FIRE
SPRINKLER
PLAN
SYSTEM 5
=HEFFP2.5
INSTALL PRESSUF
REDUCING VALVE F
EACH SYSTEM.
FLOW SWITCH (TYP.
UPSIZE EXISTING RI:
FROM STARTER PIE,
TOR TO 6" FOR SYSI
OS&Y VALVE (TYP.)
AMES 8" 3000SS
BACKFLOW PREVEN
TO 8" UNDERGROUN
2 c
FIRE PROTECTION RISER DIAGRAM
1/2" = 1'-01,
o
r
AUT(
HIGF
MAN
AN A
MAIN
AIR RELEASE VENT
1/2" = 1'-0" 07/27/18
DECK TOP CHORD OF JOIST
EC-25 OR JANDARD
UPRIGHT PRINKLER
II ,
PRINKL R BRAN I-
S�R�G��M�M�NGE
BOTTOM CHORD OF
ELECTRICAL 3 JOIST
CABLE TRAY
CABLE TRAY SPRINKLER - F17
3/4" = 1'-0"
ROOF DECK
NOTE:
REFERENCE AIR RELEASE VENT NOTE ON FP1
1" PLUG
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AUXILIARY DRAIN
NTS
SPRINKLER MAIN
1" SHOULDER NIPPLE
1" GLOBE VALVE
CHAIN -HUNG SIGNAGE
MUST BE VISIBLE AT ALL
AREAS
— 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
FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION
WHERE POSSIBLE. USE TRAPEZE HANGER WHERE
JOIST WEB CONFLICTS WITH THRU BOLT
JOIST PANEL POINTS TYP
MAX �— DECK TYP MAX
TOP BEAM CLAMP TYP
FINCH AND SMALLER PIPE
�— MAINTAIN VISIBLE CLEARANCE BETWEEN
PIPE AND JOIST MEMBERS TYP
4,6 AND 81 PIPE 8 INCH PIPE
MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS
BEAM CLAMP
THRU-BOLT
BEAM CLAMP
NOT TRAPEZED
NOT TRAPEZED
TRAPEZED
4" PIPE EVERY 12'-0"
4" PIPE EVERY 12'-0"
4" PIPE
EVERY OTHER JOIST
EVERY OTHER JOIST
NOT NECESSARY
6" PIPE EVERY 6'-0"
6" PIPE EVERY 12'-0"
6" PIPE
EVERY JOIST
EVERY OTHER JOIST
NOT NECESSARY
8" PIPE
8" PIPE EVERY 6'-0"
8" PIPE EVERY 6'-0"
NOT ALLOWED
EVERY JOIST
EVERY JOIST
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 —�
PIPE RUNNING PERPENDICULAR TO JOISTS
6"
THRU BOLT TYP MAX
I
1 �
TOP CHORD OF JOIST TYP
N ONE OPEN JOIST BAY
MINIMUM BETWEEN
TRAPEZE HANGERS
DO NOT HANG 2 OR MORE
12" 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'-V
NOT TRAPEZED
TRAPEZED
TRAPEZED
BEAM CLAMP
THRU BOLT
THRU BOLT
PIPE RUNNING PARALLEL TO JOIST
CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER
MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE
ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES
MAXIMUM DEFLECTOR DISTANCE OF JOIST PANEL POINTS U.N.O.
NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS
PIPE SUPPORT
NTS
12"
MIN
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CHECKED BY:
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DRAWN BY:
PO
PROTO CYCLE:
09/25/20
DOCUMENT DATE:
11/06/20
i
CENSF
Q No 52186
i0 STATE OF %►�`
ACOR/OP- •' ?�i `
NAL ct
7/20/2021
FIRE
PROTECTION
DETAILS
SHEET:
FP3