|
... _ _ .
<br />:.
<br />PROTECTION
<br />CRITERIA
<br />LEGEND
<br />.
<br />OCCUPANCY
<br />DISCHARGE PRESSURE
<br />HOSE
<br />ALLOWANCE
<br />MAXIMUM SPRINKLER
<br />SPACING
<br />DESIGN BASIS
<br />,
<br />CLASSIFICATION
<br />(# OPERATING SPRINKLERS - DESIGN AREA) (GPM)
<br />(SQ FT)
<br />SALES FLOOR/ INTERIOR GARDEN CENTER
<br />30 PSI (2 AS-2S/1 L)
<br />, -
<br />CLASS I -IV ON SHELF TO 12 -0 (25 -0 CEILING HEIGHT), 5 0 AISLES; UL LLC TECHNICAL REPORT PROJECT
<br />(SH - OPTION 2A)
<br />18 PSI (9 AS-4S/2L & 1 S/1 L)
<br />250
<br />140
<br />4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 06151702
<br />SALES FLOOR/ INTERIOR GARDEN CENTER
<br />25 PSI (2 AS-2S/l L)
<br />CLASS I -IV ON SHELF TO 12'4" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT
<br />(RNC - OPTION 2B)
<br />10 PSI (12 AS-4S/3L)
<br />.._
<br />250
<br />140
<br />4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST GONDOLA 10041702
<br />STOCKROOM -GM/GR (SL - OPTION 4)
<br />12 PSI (2 AS-2S/1 L)
<br />250
<br />100
<br />CLASS I -IV RACK STORAGE TO 15 -0 (18 -0 CEILING HEIGHT), 4 -0 I -6 AISLES, UL LLC TECHNICAL REPORT
<br />7 PSI (12 AS-4S/3L)
<br />- R 191702 / DRR 09191702 / MRR 09211702
<br />PROJECT 4788122552, NC27954 TABLE 2 SUMMARY OF TESTS, TESTS SRR 04
<br />CORRIDORS/TENANT SPACES/GROCERY PREP/FOOD
<br />TENANT/OFFICES (MISCELLANEOUS STORAGE)
<br />0.20/1500 SQ FT
<br />250
<br />130
<br />CLASS i-IV TO 1U-0"; 13: TABLE 13.2.1 AND FIGURE 13.2.1
<br />ENTRY CANOPY (MISCELLANEOUS STORAGE)
<br />0.2017 SPRINKLERS OPERATING
<br />250
<br />130
<br />CLASS I -IV TO 8'-0", MISCELLANEOUS STORAGE; NFPA 13: FIGURE 13.2.1 CURVE OH2, TABLE 13.2.1
<br />. AND 13:11.2.3.4.2 AND A11.2.3.4.2
<br />RESTROOMS/BREAKROOMS (LIGHT HAZARD)
<br />0.10/1500 SQ FT
<br />100
<br />225
<br />LIGHT HAZARD, 13: 11.2.3.1.1, FIGURE 11.2.3.1.1
<br />.
<br />AND TABLE 11.2.3.1.2
<br />ENTRY VESTIBULES (ORDINARY HAZARD GROUP 2)
<br />MINIMUM 0.20/1500 SQ FT
<br />250
<br />130
<br />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
<br />OR ENTIRE AREA
<br />COOLERS/FREEZERS (MISCELLANEOUS STORAGE)
<br />MINIMUM 0.20/1500 SQ FT
<br />250
<br />130
<br />CLASS 1-111 TO 17-0" ON SINGLE ROW RACK, 13: TABLE 13.2.1 AND FIGURE 13.2.1
<br />OR ENTIRE AREA
<br />TIRE STORAGE AREA (RUBBER TIRE STORAGE)
<br />12 SPRINKLERS AT 15 PSI
<br />250
<br />100
<br />RUBBER TIRES TO 13'-6"; ON -SIDE AND ON -TREAD ON FIXED RACKS WITHOUT
<br />EACH OR ENTIRE AREA
<br />I SOLID SHELVES; NFPA 13:TABLE 18.4(d) K25 ESFR SPRINKLERS
<br />USED TIRE STORAGE (RUBBER TIRE STORAGE)
<br />MINIMUM 0.19/1500 SQ FT
<br />250
<br />100
<br />RUBBER TIRES TO 5'-0'; ON GRADE, ON TREAD AND ON SIDE; NFPA 13:TABLE 18.4(a)
<br />OR ENTIRE AREA
<br />GARDEN CENTER CANOPY (EXTRA HAZARD GROUP 1)
<br />0.30/7 SPRINKLERS
<br />OPERATING
<br />500
<br />100
<br />CLASS ]-IV ON SHELF TO 12'-0"; NFPA 13:TABLE 13.2.1; 16.2.12 AND 11.2.3.4.2
<br />RC = RETAIL CEILNG/RNC = RETAIL NO CEILING
<br />SL = STORAGE LOW/SH = STORAGE HIGH SRR = SINGLE ROW RACK
<br />REFERENCE SPRINKLER PLANS AND SPRINKLER SYMBOL LEGEND FOR oPRINKLERS NECESSARY TO MEET THE DESIGN REQUIREMENTS DRR = DOUBLE ROW RACK
<br />* = EXISTING DESIGN CRITERIA TO REMAIN MRR - MULTIPLE ROW RACK
<br />OWNER FURNISHED SPRINKLERS AND SPRINKLER SYMBOL LEGEND
<br />ACCESSORIES
<br />SYMBOL
<br />SIZE
<br />K-FACTOR
<br />FINISH
<br />MFR
<br />MAKE
<br />S.I.N.
<br />TEMP
<br />STYLE
<br />QTY
<br />PARE
<br />ESCH
<br />ESCH
<br />ESCH
<br />SYMBOL
<br />SIZE
<br />MFR
<br />MAKE
<br />S.I.N.
<br />FINISH
<br />STYLE
<br />TEMP
<br />K-FACTOR
<br />QTY
<br />STYLE
<br />FINISH
<br />QTY
<br />;%
<br />VARIES
<br />VARIES
<br />VARIES
<br />VARIES
<br />VARIES
<br />EXISTING
<br />VARIES
<br />VARIES
<br />®
<br />3/4"
<br />16.8
<br />BRASS
<br />TYCO
<br />K17-231
<br />TY7158
<br />155
<br />UPRIGHT
<br />222
<br />6
<br />--
<br />--
<br />--
<br />-
<br />PENDENT
<br />*
<br />-3/w
<br />16-.8 -
<br />BRASS
<br />TYCG
<br />K17-231
<br />-TY7-lZ8
<br />-- 200
<br />AJPRIGHT
<br />---6--
<br />--6
<br />--
<br />---
<br />_..___--
<br />x
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />- -
<br />PENDENT
<br />3/4"
<br />11.2
<br />BRASS
<br />TYCO
<br />ELO-231
<br />I TY5131
<br />155
<br />UPRIGHT
<br />1246
<br />24
<br />---
<br />---
<br />--
<br />•
<br />MATCH
<br />MATCH
<br />MATCH
<br />MATCH
<br />MATCH
<br />NEW
<br />MATCH
<br />MATCH
<br />EXISTING
<br />EXISTING
<br />EXISTING
<br />EXISTING
<br />EXISTING
<br />PENDENT
<br />EXISTING
<br />EXISTING
<br />O*
<br />3/4"
<br />11.2
<br />BRASS
<br />TYCO
<br />ELO-231
<br />TY5131
<br />200
<br />UPRIGHT
<br />47
<br />6
<br />---
<br />--
<br />---
<br />k_;
<br />VARIES
<br />VARIES
<br />VARIES
<br />VARIES
<br />BRASS
<br />EXISTING
<br />UPRIGHT
<br />VARIES
<br />VARIES
<br />X
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />DEMO
<br />SUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR ADDITIONAL
<br />UPRIGHT
<br />INFORMATION.
<br />O
<br />MATCH
<br />MATCH
<br />MATCH
<br />MATCH
<br />MATCH
<br />NEW
<br />MATCH
<br />MATCH
<br />EXISTING
<br />EXISTING
<br />EXISTING
<br />EXISTING
<br />EXISTING
<br />UPRIGHT
<br />EXISTING
<br />EXISTING
<br />WHERE SPRINKLERS ARE INSTALLED BELOW OBSTRUCTIONS (REFRIGERATION PIPING, RTUs, CABLE
<br />TRAYS, ETC.) THESE SPRINKLERS SHALL BE REPLACED WITH SPRINKLERS MATCHING THE NEW
<br />WHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE CONTRACTOR
<br />SPRINKLERS BEING INSTALLED AT THE ROOF DECK LEVEL.
<br />SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO, WHICH ARE EQUIVALENT TO
<br />THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS WILL NOT BE PERMITTED.
<br />* INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION BELOW
<br />SKYLIGHTS AND ON AIR FLOW SIDE (INTERMEDIATE-TEMERATURE ZONE) OF UNIT HEATERS PER NFPA
<br />13.
<br />**HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND UNIT
<br />HEATERS.
<br />NOTE: EXISTING PENDENTS ARE WHITE 3/4" 155°
<br />VIKING STD RESPONSE WITH WHITE ESCUTCHEONS.
<br />THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 38) FOR INSTALLATION PURPOSES
<br />FOR THE TY7258 WHEN INSTALLING WITH STYLE 30 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED TO
<br />NEW PENDENTS TO BE TYCO W4251 3/4" WHITE 1550.
<br />LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER
<br />ESCUTCHEONS TO BE WHITE 401 OR SEMI RECESSED
<br />INSTALLATION AS BEEN COMPLETED.
<br />DEPENDING ON LOCATION TO MATCH EXISTING.
<br />THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 8) FOR INSTALLATION PURPOSES
<br />FOR THE TY7258 WHEN INSTALLING WITH STYLE 65/401 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED
<br />TO LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER
<br />INSTALLATION HAS BEEN COMPLETED.
<br />THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED SPRINKLERS
<br />DURING INSTALLATION. TO REPLACE DAMAGED SPRINKLERS CONTACT HAINES, JONES, CADBURY
<br />1-800-459-7099.
<br />THE OWNER WILL FURNISH ADDITIONAL SPRINKLERS FOR THE SPARES CABINET. INSTALL SPARE
<br />SPRINKLER QUANTITY INDICATED ON CONTRACT DOCUMENTS PRIOR TO FIRE PROTECTION
<br />CONSULTANT SITE OBSERVATION.
<br />SYMBOL LEGEND
<br />SYMBOL I DESCRIPTION
<br />sHYDRAULIC
<br />REFERENCE NODE
<br />E-
<br />CAP
<br />Q
<br />RISER NIPPLE/DROP NIPPLE
<br />®
<br />SPRINKLER RISER
<br />I
<br />INSPECTOR'S TEST/AUXILIARY DRAIN
<br />`r�
<br />FIRE DEPARTMENT CONNECTION
<br />\
<br />HANGER
<br />\-\\\
<br />TRAPEZE HANGER
<br />®
<br />NEW CONNECTION
<br />NEW SPRINKLER PIPE
<br />- - - -
<br />EXISTING SPRINKLER PIPE
<br />-X-X-X-
<br />DEMOLISHED SPRINKLER PIPE
<br />PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED
<br />PER NFPA 13 IN EXISTING SPRINKLER CABINET
<br />FOR ANY NEW SPRINKLERS INSTALLED.
<br />SYSTEM _IMPAIRMENT
<br />SCOPE OF WORK
<br />GENERAL NOTES
<br />GENERAL NOTES CONT.
<br />REQUIREMENTS
<br />1. THE CONTRACTOR IS RESPONSIBLE FOR THE
<br />1. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK.
<br />COORDINATION, VERIFICATION AND PROVISION OF A
<br />2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN
<br />I. THE DESIGN SHOWN ON THESE CONTRACT
<br />7. THE_FIRE PROTECTION ENGINEER OF RECORD
<br />FIRE WATCH SUBJECT TO THE REQUIREMENTS OF
<br />THE GROCERY STOCKROOM, GENERAL
<br />DOCUMENTS IS TO PROVIDE GUIDANCE FOR
<br />SHALL NOT BE RESPONSIBLE FOR THE
<br />THE LOCAL JURISDICTION. ALL FIRE WATCH COSTS
<br />MERCHANDISING STOCKROOM, SALES FLOOR,
<br />BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP
<br />CONTRACTOR'S FAILURE TO CARRY OUT THE
<br />INCURRED AS A RESULT OF THIS PROJECT SHALL BE
<br />SEASONAL SHOP, BREAK ROOM AND VISION
<br />DRAWINGS AS REQUIRED BY CONTRACT
<br />CONSTRUCTION WORK IN ACCORDANCE WITH THE
<br />INCLUDED INTHE PROJECT BID AS A SEPARATE LINE
<br />CENTER. TO MEET THE DISCHARGE PRESSURE,
<br />DOCUMENTS TO THE OWNERS DESIGNATED
<br />CONTRACT DOCUMENTS, NOR SHALL THEY BE
<br />ITEM. COORDINATION AND VERIFICATION AS TO
<br />HOSE ALLOWANCE AND MAXIMUM SPRINKLER
<br />REVIEWERS. BASE SPRINKLER DESIGN UPON
<br />REQUIRED TO SUPERVISE THE CONDUCT OF THE
<br />WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE
<br />SPACING A S REFERENCED I N THE PROTECTION
<br />O
<br />THESE DRAWINGS AND AS REQUIRED BY THE
<br />WORK, THE CONSTRUCTION PROCEDURES
<br />RESPONSIBILITY OF THEGENERAL CONTRACTOR.
<br />CRITERIA LEGEND.
<br />SPECIFICATIONS. NS SHOP DRAWINGS MUST INCLUDE
<br />FOLLOWED BY THE CONTRACTOR,
<br />2. THE GENERAL CONTRACTOR SHALL REQUEST THE
<br />3. INSTALL
<br />L ONE PRV ON EACH SYSTEM RISER AND
<br />ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS,
<br />SUBCONTRACTORS,. THEIR RESPECTIVE
<br />STORE MANAGER T G O NOTIFY ALARM CENTRAL OF
<br />INSTALL AIRRELEASE V HALVE ON EACH Y CH SYSTEM IN
<br />DIMENSIONS,Y
<br />METHODS MATERIAL
<br />R PERSON AT THE JOB
<br />EMPLOYEES OR AN OTHER
<br />O
<br />THE SYSTEM(S) BEING SHUT OFF FOR WORK AND
<br />ACCORDANCE WITH THESE DRAWINGS.
<br />DATA, AND ADDITIONAL INFORMATION NECESSARY
<br />SITE OTHER THAN THAT OF THE ENGINEERING
<br />THE DURATION OF THE SHUT OFF.
<br />4. THE EXISTING FIRE SPRINKLER SYSTEMS WILL BE
<br />TO CLARIFY THE INTENT OF INSTALLATION.
<br />FIRM'S EMPLOYEES.
<br />3. THE GENERAL CONTRACTOR SHALL CALL DIRECT TO
<br />MODIFIED AS INDICATED ON THE PROJECT
<br />CONTRACTOR SHALL PROVIDE PIPE SIZE,
<br />8. CONTRACTOR MUST REVIEW ALL CONSTRUCTION
<br />THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE
<br />CONTRACT DOCUMENTS. THE SCOPE OF WORK
<br />SPRINKLER SPACING, AND SYSTEM CONFIGURATION
<br />DOCUMENTS PRIOR TO BID. SHOULD
<br />ALARM SYSTEM IS IN TEST.
<br />MAY INCLUDE THE MODIFICATION OF EXISTING
<br />AS SHOWN. ALTERNATE MATERIALS MUST BE SENT
<br />MODIFICATIONS TO THESE PLANS BECOME
<br />4. AT THE END OF EACH NIGHTS WORK, THE GENERAL
<br />BRANCHLINES, INSTALLATION OF NEW
<br />TO THE FIRE PROTECTION ENGINEER OF RECORD
<br />NECESSARY TO PROPERLY COORDINATE THE
<br />CONTRACTOR SHALL CALL DIRECT TO THE FIRE
<br />LINES, MODIFICATION OF EXISTING RISERS},
<br />OR VIA THE RFI PROCESS AND MUST BE APPROVED
<br />SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE
<br />DEPARTMENT AND ALARM CENTRAL TO ADVISE
<br />THE RE
<br />THE REMOVAL AND INSTALLATION OF NEW
<br />IN RECORD DOCUMENTS PRIOR TO BID.
<br />CONTRACTOR'S RESPONSIBILITY TO OBTAIN
<br />WORK IS COMPLETE.
<br />SPRINKLERS, MODIFICATION OF EXISTING MAINS,
<br />2. COORDINATE LOCATIONS OF FIRE PROTECTION
<br />APPROVAL OF THE CHANGES FROM BOTH THE
<br />5. (FIRST FIRE WATCH OPTION) A FIRE WATCH SHALL BE
<br />INSTALLATION OF NEW MAINS, REPLACEMENT OF
<br />COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS,
<br />AUTHORITY HAVING JURISDICTION AND THE
<br />REQUIRED WHEN ANY FIRE PROTECTION SYSTEM IS
<br />THE EXISTING BACKFLOW PREVENTOR.
<br />TEST POINTS, ETC. WITH ARCHITECTURAL,
<br />OWNER'S DESIGNATED REVIEW CONSULTANT IN
<br />IMPAIRED OR OTHERWISE DOWN FOR ALTERATION.
<br />5. ALL NEW PIPING SHALL HAVE ANGERS INSTALLED
<br />STRUCTURAL, MECHANICAL, AND ELECTRICAL
<br />ADDITION TO OBTAINING THE NECESSARY
<br />THE APPROVED FIRE WATCH SHALL BE CONDUCTED
<br />IN ACCORDANCE TO THE DETAILS LOCATED ON THE
<br />COMPONENTS. OBSTRUCTION TO SPRINKLER
<br />APPROVALS, THE CONTRACTOR MUST MAKE NOTE
<br />BY A DEDICATED, TRAINED WALMART EMPLOYEE
<br />FIRE PROTECTION DETAILS SHEET.
<br />DISCHARGE MUST BE CONSIDERED DURING SHOP
<br />OF ANY FIELD OR COORDINATION CHANGES ON THE
<br />WHOSE SOLE RESPONSIBILITY WILL BE TO PERFORM
<br />6. ALL 1-INCH ARMOVERS (IF APPLICABLE) SHALL HAVE
<br />DRAWING PRODUCTION AND INSTALLATION;
<br />INSTALLATION DRAWINGS, AND THEN MUST
<br />HOURLY PATROLS OF THE PREMISES AND KEEP
<br />A HANGER SECURED TO THE STRUCTURAL STEEL
<br />ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO
<br />PROVIDE A SET OF AS -BUILT DRAWINGS ONCE
<br />WATCH FOR FIRES AND WILL NEED TO DOCUMENT
<br />ONLY, NOT TO THE DECK WHEN THE LENGTH
<br />ADDITIONAL COST TO OWNER. REFER TO
<br />COMPLETE.
<br />THEIR WALK AND REPORT BACK TO THE GENERAL
<br />EXCEEDS WHERE STATIC PRESSURES ARE UP
<br />SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
<br />9. CONTRACTOR MUST VERIFY ALL DROP DOWN
<br />CONTRACTOR AND WALMART MANAGEMENT. THIS
<br />AN
<br />TO 100 PSI AN D 1'-0" WHERE STATIC PRESSURES
<br />3. CONTRACTOR MUST VISIT THE BUILDING SITE TO
<br />LOCATIONS AT EXTERIOR WALLS WITH THE
<br />PERSON SHALL BE PROVIDED WITH AT LEAST ONE
<br />EXCEEDS 100 PSI.
<br />DETERMINE THE FULL EXTENT OF THE EXISTING
<br />PROJECT MANAGER PRIOR TO INSTALLATION.
<br />APPROVED MEANS FOR NOTIFICATION TO THE FIRE
<br />7. CEILING GRID SHALL BE PERMITTED REMOVED
<br />FIRE PROTECTION WORK AND EXISTING
<br />10. ALL PIPING MUST BE COORDINATED AROUND
<br />DEPARTMENT.
<br />IN AREAS WHERE REQUIRED IN ORDERR TOO
<br />CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE
<br />FRAMING MEMBERS AND PROPERLY INSTALLED
<br />6. (SECOND FIRE WATCH OPTION) A FIRE WATCH SHALL
<br />COMPLETE THE WORK NEEDED SUCH AS DEMO AND
<br />DISCONNECTIONS, REMOVALS, RELOCATIONS
<br />INSIDE THE BAR JOIST.
<br />BE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM
<br />INSTALLATION OF NEW MAINS OR LONG DROPS. IN
<br />AND/OR RECONNECTIONS OF EXISTING FIRE
<br />11. CONTRACTOR SHALL ROUTE PIPING AROUND ALL
<br />IS IMPAIRED OR OTHERWISE DOWN FOR
<br />THIS CASE THE CONTRACTOR SHALL BE
<br />PROTECTION EQUIPMENT REQUIRED, AND
<br />OBSTRUCTIONS AND PROVIDE SPRINKLER
<br />ALTERATION. THE FIRE SPRINKLER CONTRACTOR
<br />RESPONSIBLE FOR REPLACING DAMAGED CEILING
<br />CONDITIONS IN THE PROPOSAL FOR THIS PROJECT.
<br />PROTECTION UNDER OBSTRUCTIONS, AS DETAILED
<br />SHALL HIRE AN APPROVED OFF -DUTY FIRE FIGHTER
<br />TILE OR GRID DURING THE INSTALLATION. ALL
<br />NO EXTRA COMPENSATION WILL BE PAID FOR LACK
<br />IN NFPA 13 STANDARDS AS PART OF THE FIELD
<br />TO PERFORM THE REQUIRED FIRE WATCH. FIRE
<br />REMOVED CEILING TILES MUST BE REPLACED AT
<br />OF SUCH DETERMINATION, FAMILIARIZATION,
<br />COORDINATION AT NO ADDITIONAL COST TO
<br />WATCH PERSONNEL SHALL BE PROVIDED WITH AT
<br />THE END OF BUSINESS DAY. AREAS LEFT EXPOSED
<br />AND/OR ALLOWANCE.
<br />OWNER.
<br />LEAST ON APPROVED MEANS FOR NOTIFICATION OF
<br />SUCH AS BUT NOT LIMITED TO REMOVED CEILING
<br />4. SUBMIT A REQUEST FOR INFORMATION FOR
<br />12. ALL SPRINKLER DEFLECTOR DISTANCE
<br />THE FIRE DEPARTMENT AND THEIR SOLE DUTY SHALL
<br />GRID AND CEILING TILES SHALL NOT BE PERMITTED.
<br />QUESTIONS REGARDING THE FIRE PROTECTION
<br />REQUIREMENTS SHALL BE IN ACCORDANCE TO THE
<br />BE TO PERFORM CONSTANT PATROLS AND WATCH
<br />8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />DOCUMENTS PER RFI PROCESS LOCATED IN THE
<br />STANDARDS OUTLINED IN NFPA 13. c)
<br />FOR THE OCCURRENCE OF FIRE. FOR HOT WORK
<br />PURCHASING AND INSTALLING MATCHING CEILING
<br />FIRE PROTECTION SPECIFICATIONS.
<br />13. ALL PIPING PASSING THROUGH CMU WALLS SHALL `-
<br />OPERATIONS, A FIRE WATCH SHALL BE POSTED FOR
<br />TILES TO REPLACE ANY CEILING TILES THAT HAVE
<br />5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN
<br />BE INSTALLED WITH ONE INCH CLEARANCE ON A
<br />THE DURATION OF THE WORK AND 30 MINUTES
<br />EMPTY HOLES DUE TO SPRINKLER REPLACEMENT.
<br />ON THE ARCHITECTURAL DRAWINGS. REFER TO
<br />SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). AL
<br />THEREAFTER.
<br />9. USE EACH EXISTING OUTLETS FOR ONE NEW ARM
<br />MECHANICAL DRAWINGS FOR NEUTRALIZATION
<br />CORES SHALL BE COORDINATED WITH STRUCTURAL
<br />7. ONLY (1) ONE SYSTEM IS PERMITTED TO BE SHUT
<br />OVER TO NEW SPRINKLER LOCATION UNLESS
<br />WALL PENETRATION DETAIL.
<br />REINFORCING. CONTRACTOR IS RESPONSIBLE FOR ,
<br />DOWN AT ONE TIME-.- ------ -- - -
<br />HYDRAULICA-LtY-CAt,CULAT€B--CONTRA-CTOR SttALL-
<br />6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE
<br />PROVIDING ALL CORING WITH PROPER CLEARANCE `
<br />8. ANY FIRE DEPARTMENT FEES FOR FAILURE TO
<br />INSTALL 1" INCH MECHANICAL TEES IF ADDITIONAL
<br />FIRE STOPPED WITH AN APPROVED MATERIAL PER
<br />- AT ALL CMU WALLS --GENERAL CONTRACTOR SHALL <L
<br />FOLLOW PROCEDURES WILL BE AT THE GENERAL
<br />OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS
<br />METHODS REQUIRED BY PROJECT SPECIFICATIONS
<br />BE RESPONSIBLE FOR PROVIDING A TWO INCH <
<br />CONTRACTORS EXPENSE.
<br />COMPLETE, THE NEW SPRINKLER SYSTEM SHALL
<br />AND THE AUTHORITY HAVING JURISDICTION.
<br />CLEARANCE AROUND ALL PIPING PASSING
<br />9. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED
<br />MEET ALL REQUIREMENTS OF NFPA 13.
<br />THROUGH CONCRETE SLABS. THE SPRINKLER
<br />AT ALL TIMES DURING CONSTRUCTION, DEMOLITION,
<br />10. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS AS
<br />CONTRACTOR SHALL FILL ALL CLEARANCES WITH
<br />REMODELING OR ALTERATIONS AND ADDITIONS TO
<br />THE WALMART. ALL EXITS SHALL NOT BE BLOCKED,
<br />NECESSARY DUE TO PAINT, DAMAGE, ETC..
<br />CONTRACTOR SHALL COORDINATE.
<br />FIRE SPRINKLER PIPING AND
<br />APPROVED MASTIC.
<br />14. ON THE SALES FLOOR AND SEASONAL SHOP, PRIME
<br />REDUCED OR OTHERWISE MADE INOPERABLE WHICH
<br />11. THE CONTRACTOR IS RESPONSIBLE FOR
<br />AND PAINT ALL NEWLY INSTALLED PIPE, PIPE
<br />ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND
<br />MAINTAINING THE FIRE LANES DURING THE
<br />DEMOLITION NOTES
<br />FITTINGS,AND SUPPORTS TO MATCH EXISTING C ..
<br />EXIT DISCHARGE TO THE PUBLIC WAY. TEMPORARY
<br />SPRINKLER SYSTEM UPGRADE PROCESS. THE
<br />CEILING.
<br />MEANS OF EGRESS ARE ALLOWED.
<br />CONTRACTOR SHALL COORDINATE WITH THE STORE
<br />15. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE
<br />10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE
<br />MANAGER A STAGING AREA FOR MATERIALS AND
<br />1- CONTRACTOR MUST VISIT THE BUILDING SITE TO
<br />WITH THE STANDARDS OUTLINED IN NFPA 13.
<br />END OF EACH WORKDAY.
<br />TOOLS TO BE USED FOR PROJECT PRIOR TO START
<br />DETERMINE THE FULL EXTENT OF THE EXISTING FIRE
<br />16. PROVIDE ALL NECESSARY OFFSETS, RISES OR
<br />OF WORK.
<br />PROTECTION WORK AND EXISTING CONDITIONS,
<br />DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED
<br />12. THE SPRINKLER CONTRACTOR SHALL BE
<br />BECOME TOTALLY FAMILIAR WITH THE
<br />BY BUILDING CONDITIONS.
<br />RESPONSIBLE FOR PREPARING THE SHOP
<br />DISCONNECTIONS, REMOVALS, RELOCATIONS
<br />17. EXAMINE THE JOB CONDITIONS AND VERIFY ALL
<br />HYDROSTATIC TEST
<br />DRAWINGS, HYDRAULIC CALCULATIONS AND
<br />AND/OR RECONNECTIONS OF EXISTING FIRE
<br />MEASUREMENTS, DISTANCES, ELEVATIONS,
<br />APPROVAL (BY THE ENGINEER OF RECORD AND AHJ)
<br />PROTECTION EQUIPMENT REQUIRED, AND
<br />CLEARANCES, ETC.
<br />AS WELL AS INSTALLATION.
<br />CONDITIONS IN THE PROPOSAL FOR THIS PROJECT.
<br />18. ARCHITECTURAL AND ELECTRICAL BACKGROUND
<br />BUILDING SPRINKLER SYSTEM(S) INVOLVED IN THIS
<br />13. THE SPRINKLER CONTRACTOR MUST FIRST SUBMIT
<br />NO EXTRA COMPENSATION WILL BE PAID FOR LACK
<br />OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR
<br />INFORMATION IS SHOWN FOR COORDINATION
<br />PURPOSES ONLY. REFER TO THE CONTRACT
<br />SCOPE OF WORK SHALL BE HYDROSTATICALLY TESTED
<br />DOCUMENTS, AS OUTLINED IN THE PROJECT
<br />ALLOWANCE.
<br />DOCUMENTS FOR LOCATIONS, SIZES AND
<br />IN ACCORDANCE WITH NFPA 13. MOREOVER, THE
<br />ESPECIFICATIONS, TO THE FIRE PROTECTION
<br />ENGINEER RECORD FOR APPROVAL. AFTER THE
<br />2. UNLESS INDICATED OTHERWISE, DISCONNECT AND
<br />QUANTITIES OF OTHER TRADE WORK.
<br />FOLLOWING TWO (2) HYDROSTATIC TESTS SHALL BE
<br />IS
<br />APPROVAL S GIVEN, THE CONTRACTOR MUST
<br />REMOVE ALL EXISTING FIRE PROTECTION
<br />19. SPRINKLER SPACING SHALL BE PER NFPA 13
<br />PERFORMED BY THE CONTRACTOR:
<br />SUBMIT TO THE AUTHORITY HAVING JURISDICTION
<br />COMPONENTS NOT INTENDED TO BE REUSED.
<br />UNLESS OTHERWISE NOTED ON PLANS AND/ OR
<br />1. THE FIRST HYDROSTATIC TEST SHALL BE
<br />FOR INSTALLATION PERMIT.
<br />3. DISCONNECT, RELOCATE, AND RECONNECT
<br />PROTECTION CRITERIA LEGEND.
<br />PERFORMED THE CONTRACTOR PRIOR TO
<br />PRIOR
<br />14. THE CONTRACTOR SHALL COORDINATE WITH THE
<br />EXISTING FIRE PROTECTION SYSTEMS AND
<br />20. INTERFACE SPRINKLER SYSTEM WITH FIRE
<br />SCOPE
<br />START OF SPRINKLER SYSTEM SC
<br />STORE MANAGER ON THE AREA TO BE WORKED ON
<br />EQUIPMENT WHERE REQUIRED.
<br />PROTECTION SUPERVISORY SYSTEM.
<br />WORK ("PRE -SCOPE HYDRO TEST"); AND
<br />AT LEAST 24 HOURS IN ADVANCE.
<br />4. NOTE CAREFULLY THAT THE FIRE PROTECTION
<br />21. ALL MATERIALS SHALL BE UL LISTED OR FM
<br />2. THE SECOND HYDROSTATIC TEST SHALL BE
<br />15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
<br />DRAWINGS ARE INTENDED TO INDICATE, ONLY
<br />APPROVED. SPRINKLER PIPE SHALL BE
<br />PERFORMED BY THE CONTRACTOR AFTER
<br />DAMAGE TO ANY OF THE STORES CONTENTS
<br />DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL
<br />MANUFACTURED TO STANDARDS RECOGNIZED BY
<br />COMPLETION OF CONTRACT
<br />CSCOPE OF WORK
<br />(MERCHANDISE), OR THE BUILDING COMPONENTS AS
<br />CHARACTER AND LOCATIONS OF THE WORK
<br />NFPA 13., THREADED PIPE SHALL HAVE A
<br />POST -SCOPE HYDRO TEST').
<br />A RESULT OF THE WORK SHOWN ON THE CONTRACT
<br />INCLUDED. PROVIDE ALL WORK OBVIOUSLY
<br />CORROSION RESISTANCE RATING OF 1.0 OR
<br />DOCUMENTS.
<br />INTENDED, BUT HAVING MINOR DETAILS OMITTED OR
<br />GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE
<br />THE HYDROSTATIC TESTS ON EXISTING SPRINKLER
<br />16. THE CONTRACTOR SHALL REPAIR ANY LEAKS OR
<br />NOT SHOWN. COMPLETE AS REQUIRED TO
<br />USED. THREADABLE THINWALL PIPE WITH
<br />SYSTEM SHALL BE CONDUCTED AT A PRESSURE OF
<br />REPLACE ANY LEAKING COMPONENTS AFFECTED BY
<br />PERFORM THE FUNCTIONS INTENDED. FOLLOW THE
<br />CORROSION RESISTANCE RATING OF LESS THAN 1.0
<br />200 PSI FOR 2 HOURS. NEW SYSTEMS SHALL
<br />THIS SCOPE OF WORK AT NO ADDITIONAL COST TO
<br />CONTRACT DOCUMENTS FOR BUILDING DETAILS
<br />SHALL BE USED ONLY WITH ROLL GROOVE FITTINGS.
<br />TESTED PER PRESSURE. REQUIREMENTS OF NFPA 13.
<br />THE OWNER.
<br />AND FIT THE WORK OF THE FIRE PROTECTION
<br />22. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL,
<br />DRAWINGS AND SPECIFICATIONS THERETO.
<br />MODEL NO. PBA248, ELECTRIC BELL BY POTTER
<br />THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
<br />5. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS
<br />ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE
<br />DAMAGE TO CONTENTS OR BUILDING OCCURRING
<br />TO AN APPROVED DUMPING SITE AND CLEAN ALL
<br />AS REQUIRED BY AUTHORITIES HAVING
<br />DURING THE "PRE -SCOPE HYDRO TEST" PROVIDED ALL
<br />WATER SUPPLY
<br />FIRE PROTECTION WORK PRIOR THE PROJECT
<br />JURISDICTION. PROVIDE NEW DOUBLE POLE VANE
<br />COMMERCIALLY REASONABLE MEASURES NECESSARY
<br />COMPLETION.
<br />TYPE FLOW DETECTOR,
<br />OR PRUDENT TOPRO ECT CONTENTS OR BULD NG
<br />INFORMATION
<br />6. PERFORM ALL WORK ACCORDING TO THE PROJECT
<br />POTTER E ECTRIC S GNAL OF ST.00UIS, MISSOURI.
<br />COMPONENTS WERE FOLLOWED FOR APPROPRIATE
<br />-
<br />PHASING SCHEDULE INFORMATION FOR THIS
<br />SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS.
<br />-
<br />TEST STATIC AT SRC: 55 PSI
<br />TEST PROCESS. CONTRACTOR SHALL COMPLETE
<br />PROJECT. PROVIDE ALL NECESSARY FIRE
<br />MOUNT WATER FLOW INDICATORS NO HIGHER THAN
<br />REPAIRS AND / OR REMEDIATION TO EXISTING
<br />PROTECTION WORK TEMPORARY AND/OR
<br />6 FEET ABOVE FINISH FLOOR
<br />POINT OF CONNECTION SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES TEST RESIDUAL AT SRC. 50 PSI AT 1030 GPM OTHERWISE, AND USE WHATEVER MEANS 23. ALL SPRINKLER SYSTEMS THAT ARE TO BE
<br />O 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
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ♦ ADDITIONAL SERVICE. (CUHACI & PETERSON) FROM A FLOW TEST CONSTRUCTION PHASING OF THE PROJECT. NFPA 13 PRIOR TO SPRINKLER SYSTEM
<br />. I THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE 11 12 STATIC /RESIDUAL HYDRANT FOR DAMAGE CONTENTS OR BUILDING OCCURRING CONDUCTED O 00 AM EST. N11/05/20. THE TEST WAS CONDUCTED 7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR MODIFICATION AND SHALL BE RE -HYDROSTATICALLY
<br />I I
<br />REPLACING ITEMS DAMAGED DURING DEMOLITION TESTED AFTER COMPLETION OF WORK.
<br />I I DURING THE "POST -SCOPE HYDRO TEST" PROCEDURE AND CONSTRUCTION. 24. DO NOT HANG OR SUPPORT ANY LOADS OR MAKE
<br />I 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
<br />COMPONENTS. CONTRACTOR SHALL COMPLETE BUILDING PAD ELEVATION: 100.0 FT AMSL ADJACENT SURFACES LEFT UNUSED AFTER EXISTING JOIST BRIDGING.
<br />1 REPAIRS AND / OR REMEDIATION TO EXISTING SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND 25. SAMMY SCREWS ARE NOT PERMITTED.
<br />I SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES THE WATER SUPPLY IS MODIFIED BY THE FOLLOWING: VACATED FROM THESE HOES. 26. CEILING FLANGES ARE NOT PERMITTED.
<br />II IDENTIFIED DURING POST -SCOPE TESTING AT NO 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND 27. PROVIDE RETAINING STRAPS ON HANGERS WHERE
<br />I FLOW HYDRANT 1,C,2'g(:3 4 5 6 C7) 8(:9(10) 13 14 15 ADDITIONAL COST TO WALMART. + 0.0 PSI DUE TO ELEVATION DIFFERENCE MAINTAINING FIRE DEPARTMENT ACCESS ROADS REQUIRED.
<br />f 11 � _ I WHEN CONDUCTING HYDROSTATIC TESTING ON BETWEEN TEST AND BUILDING THROUGHOUT THE PROJECT. 28. CONTRACTOR IS TO COORDINATE FINAL SPRINKLER
<br />• C�)-
<br />_ SYSTEM 3�- I7----- OINTiNG SYSTEMS AS REQUIRED BY NFPA 13,RACTOR SALL TAKESCH ACTIONS AS MAY BE -5.0 PSI WALMART SAFETY FACTOR 10EMOLITION SHALNKLER LnBE EFT IN SERVICE S NOT ASSOCIATED TH THE HEATEYD LOCATIONS AND PIPE ROUTING SUCH DO NOT IINTRFERE WIH NORECEVEHAT
<br />I T . 7.894 SQ PT. I 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
<br />_ RISERS CONTENTS AND BUILDING DURING EXECUTION OF DESIGN RESIDUAL AT SRC: 45 PSI AT 1030 GPM LANDLORD. THE LESSOR AND THE ADJACENT AREA.
<br />I I , I -' - -"� ` I I I I I I I SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO THE TENANTS A MINIMUM OF 48 HOURS IN ADVANCE
<br />, I , FOLLOWING: BEFORE PROCEEDING WITH THIS WORK. ALL WORK
<br />it , 1., USE OF LOW CAPACITY PRESSURE PUMP TO SHALL BE SCHEDULED IN ADVANCE.,
<br />I BREAK j I OTHERS t , INCREASE PRESSURE IN SYSTEM AT
<br />I I INCREMENTAL RATE TO LIMIT SURGES IN
<br />H - - I - - I -_ ___ _ _ -I -- i -1 - r- AIR RELEASE VENT GENERAL UNDERGROUND APPLICABLE CODES
<br />SYSTEM; AND
<br />2. PROVISION OF WORK STAFF DEDICATED TO
<br />, (: ' MONITORING THE IMPACTED SYSTEM AREA NOTES
<br />DURING PRESSURE APPLICATION AND DURING
<br />2 HYDROSTATIC TEST FOR SIGNS OF SYSTEM ONE AIR VENT MUST BE INSTALLED ON ALL WET TYPE CODE STANDARD EDITION
<br />FP 2 COMPROMISE (MINIMUM 1 PERSON / 20,000 SQ. FIRE PROTECTION SYSTEMS INCLUDING SYSTEMS NOT 1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC NFPA 13 2013
<br />FT. AREA); AND AFFECTED BY THE REMODEL SCOPE OF WORK. EACH REFERENCE ONLY. NFPA 25 2014
<br />1 1 1 I I I 1 I I I FFPC 6TH
<br />- - - - - - - -
<br />I i I
<br />SYSTEM 5
<br />SYSTEM 4
<br />SYSTEM 2
<br />I II
<br />SYSTEM 1
<br />E INSTALLED
<br />3. MAINTAINING DEDICATED PERSON AT SYSTEM
<br />CONTROL VALVE IN CONSTANT
<br />AIR VENT IS TO BE INSTALLED AT THE HIGHEST POINT
<br />OF THE SYSTEM AND PREFERABLY ON THE MAINS. THE
<br />Z. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS IF
<br />AVAILABLE.
<br />COMMUNICATION WITH SYSTEM MONITORS TO
<br />CONTRACTOR IS RESPONSIBLE FOR LOCATING THE
<br />3. NO NEW WORK UNLESS OTHERWISE NOTED.
<br />SHUT OFF TEST PUMP AND DRAIN SYSTEM IN
<br />HIGHEST POINT OF EACH SYSTEM AND INSTALLING THE
<br />EVENT OF SYSTEM FAILURE OR LEAK; AND
<br />4. PROVISION OF READY SUPPLIES PRIOR TO
<br />START OF TESTING TO FACILITATE DAMAGE
<br />AIR VENT IN AN ACCESSIBLE LOCATION. IF THE AIR
<br />VENT IS TO BE INSTALLED ABOVE AN EXISTING CEILING
<br />THE CONTRACTOR MUST PROVIDE SIGNAGE PER NFPA
<br />CONTACT INFORMATION
<br />PLACARD INFORMATION
<br />MINIMIZATION IN EVENT OF SYSTEM FAILURE
<br />13. REF 3-FP3.
<br />DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS
<br />(TARPS / PLASTIC SHEETING, WET / DRY
<br />VACUUM ETC.); AND
<br />5. COVERING HIGH VALUE EQUIPMENT PRIOR TO
<br />PROVIDED BY THE FOLLOWING CONTACTS:
<br />THE FOLLOWING INFORMATION MUST BE SHOWN ON
<br />TESTING; AND
<br />6. LIMITATION OF TESTING TO ONE SYSTEM AT A
<br />TIME; AND
<br />7. TESTING OF SYSTEMS DURING OFF HOURS /
<br />I
<br />THE PLACARDS FOR EACH UL PERFORMANCE BASE
<br />DESIGNS. USE A PLACARD FOR EACH CALCULATED
<br />DESIGN. PLACARDS SHALL BE ENGRAVED METAL
<br />SIGNS. REFERENCE SPECIFICATIONS FOR ADDITIONAL
<br />CIT OF ZEPHYRHILLS FIRE DEPARTMENT:
<br />BRIAN SWARTOUT, FIRE CHIEF '
<br />(813) 780-0020
<br />WITH
<br />1 1 OVERNIGHT. INFORMATION. PLACARDS TAT AR
<br />E - - 145,631 SQ �T - - 45,019 SQ FT- - fi-44,264 SQ FT- ---t - 39,153 SQ FT- - ,-
<br />INDICATION MIC. I (MICROBIO OGICAi I THERE IS NO LLY INFLUENCED
<br />D - - i - - I - I - - - I - I I - I - _ I - - I _ -I - I - I CORROSION) IN THE EXISTING BUILDING.
<br />( )-- i
<br />GROCERY I GM
<br />I I I I I I I I I I I
<br />� - -- - _ - - - - - - -- -1---
<br />, 1
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<br />-
<br />I I I I I I I I I y I \ I _ -
<br />- --- --I I
<br />;l
<br />iI 1 RELOCATE EXISTING 4" MAIN M .
<br />VISION r
<br />I i I FP2 + r�
<br />B - - - I- - - - - - - .
<br />T 1- 7------- "- - ;
<br />1 � - - - -,,7,F - DEMOLISH EXISTING PIPING AND
<br />�I L
<br />_:. - -- _ _ ... _ I. SPRINKLER IN THIS AREA. CUT AND CAP
<br />-- - -
<br />t .
<br />- --
<br />Ai \- * __ EXISTING PIPING.: -----_.- vI I , ---- -- -
<br />- -
<br />FUTURE' � ! I i I I Hl
<br />I ! ; i , I - I .
<br />--- F77
<br />L LHEALTH ONCE THE SPRINKLER PROTECTION IS REMOVED,
<br />(: A - - - - --1:1 - - - -_I - - %THERE SHALL NO OCCUPANCY OR STORAGE IN THIS
<br />I.j MONEY CTR! _ AREA
<br />I
<br />NEW HEALTH CLINIC IS NOT A PART OF THIS PERMIT. 1
<br />_.s
<br />UNDERGROUND PIPING SHOWN RELOCATE EXISTING INSPECTORS TEST AND ADD A .
<br />L, 0 20' 40' 60' FOR HYDRAULIC CALCULATION DRUM DRIP CHAMBER AND A SECOND VALVE.
<br />' i �L�� z PURPOSES ONLY.
<br />OVERALL FIRE SPRINKLER SCALE: 40'4'
<br />z
<br />}
<br />-.. .
<br />•- - - . .
<br />.
<br />__ -
<br />INFORMATION WRITTEN PERMANENT MARKER WILL
<br />NOT BE ACCEPTED.
<br />SYSTEM #: X AREA: X
<br />SPRINKLERS CALCULATED: X
<br />SPRK END HEAD PRESSURE: X
<br />HOSE DEMAND: X
<br />SYSTEM FLOW DEMAND: X
<br />SYSTEM PRESSURE DEMAND: X
<br />SYSTEM SAFETY FACTOR: X
<br />INSTALLING CONTRACTOR: X
<br />UL PERFORMANCE BASE DESIGN
<br />PROJECT 4788122552, NC27954
<br />SHEET INDEX
<br />FP1
<br />OVERALL FIRE SPRINKLER PLAN
<br />FP2.1
<br />OPERATIONAL FLEXIBILITY FIRE SPRINKLER
<br />PLAN SYSTEM 1
<br />FP2.2
<br />OPERATIONAL FLEXIBILITY FIRE SPRINKLER
<br />PLAN SYSTEM 2
<br />FP2.3
<br />OPERATIONAL FLEXIBILITY FIRE SPRINKLER
<br />PLAN SYSTEM 3
<br />FP2.4
<br />OPERATIONAL FLEXIBILITY FIRE SPRINKLER
<br />PLAN SYSTEM 4
<br />FP2.5
<br />OPERATIONAL FLEXIBILITY FIRE SPRINKLER
<br />PLAN SYSTEM 5
<br />FP3
<br />FIRE PROTECTION DETAILS
<br />THESE LAYOUT DRAWINGS WERE PREPARED BY THE
<br />SPRINKLER CONTRACTOR BASED ON THE DESIGN
<br />DOCUMENTS PROVIDED BY THE ENGINEER OF
<br />RECORD, ADD 1 PLANS DATED 1-27-21
<br />EXISTING CONDITIONS WERE TAKEN FROM
<br />ORIGINAL DRAWINGS AND MAY NOT REFLECT
<br />EXACT "AS -BUILT" CONDITIONS_ CONTRACTOR
<br />SHALL FIELD VERIFY ALL EXISTING CONDITIONS
<br />PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR
<br />tHA,LL CAREFULLY COORDINATE NEW WORK AND
<br />DEM N WITH ALL OTHER DISCIPLINES AND
<br />EXISTING C S. _ .
<br />STORE ADDRESS
<br />7631 GALL BLVD
<br />ZEPHYRHILLS, FL
<br />EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
<br />A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND
<br />SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE
<br />TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES
<br />NOT RELIEVE THE RESPONSIBILITY OF PERFORMING
<br />THE WORK PROPERLY. NO ADDITIONAL
<br />COMPENSATION SHALL BE ALLOWED BECAUSE OF
<br />CONDITIONS THAT OCCUR DUE TO FAILURE TO
<br />FAMILIARIZE,WORKERS WITH THIS KNOWLEDGE.
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<br />DOCUMENT DATE:
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