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<br />1.5.6 SPRINKLER LOCATION: ALL SPRINKLERS SHALL BE LOCATED AS SHOWN ON
<br />ENGINEER'S DRAWINGS, AND AS REQUIRED BY CODES, INCLUDING VESTIBULES AND
<br />CANOPY ATTIC AREAS.
<br />1.5.7 STORAGE AREAS; ORDINARY HAZARD GROUP II: PROVIDE A HYDRAULICALLY
<br />DESIGNED WET SYSTEM TO PROVIDE 0.30 GPM/SQ. FT. INCLUDING THE MOST
<br />REMOTE 2000 SQ. FT. SPACING OF SPRINKLERS SHALL NOT EXCEED 100 SQ.
<br />FT. PER SPRINKLER.
<br />1.5.8 SALES AREAS, WORK AREAS, ORDINARY HAZARD GROUP II: PROVIDE A
<br />HYDRAULICALLY DESIGNED WET SYSTEM TO PROVIDE 0.18 GPM/SQFT FOR
<br />ALL AREAS INCLUDING THE MOST REMOTE 2500 SO. FT.
<br />1.5.9 HYDRAULIC CALCULATIONS SHALL INCLUDE A TOTAL ALLOWANCE OF 250
<br />GPM FOR OUTSIDE AND INSIDE HOSE STREAMS.
<br />1.6. SHOP DRAWINGS, CALCULATIONS AND APPROVALS
<br />1.6.1 DO NOT BEGIN WORK UNTIL THE SHOP DRAWINGS AND CALCULATIONS
<br />HAVE BEEN APPROVED BY PUBLIX SUPER MARKETS AND BY THE AUTHORITY
<br />HAVING JURISDICTION.
<br />1.6.2 ANY PROPOSED VALUE ENGINEERING CHANGES MUST BE SUBMITTED TO
<br />THE PUBLIX
<br />ENGINEER PRIOR TO SUBMITTING ANY SHOP DRAWING AND CALCULATIONS.
<br />1.6.3 SUBMIT SHOP DRAWINGS AND CALCULATIONS SIMULTANEOUSLY TO THE
<br />PUBLIX SUPER MARKETS ENGINEER AND THE AUTHORITY HAVING
<br />JURISDICTION FOR APPROVAL, AND TO MARSH CONSULTING FOR REVIEW.
<br />1.6.4 UPON RECEIVING APPROVAL OF THE AUTHORITY HAVING JURISDICTION,
<br />SUBMIT EVIDENCE OF THIS APPROVAL TO THE PUBLIX SUPER MARKETS
<br />ENGINEER.
<br />1.1. QUALITY:
<br />1.7.1 SUBCONTRACTOR:
<br />1.7.1.1 THE FIRE SPRINKLER SUBCONTRACTOR SHALL BE A REPUTABLE
<br />FIRM REGULARLY ENGAGED IN THIS TYPE OF WORK, EMPLOYING
<br />SKILLED WORKMEN, AND WITH PROPER EQUIPMENT. WORK SHALL BE
<br />PERFORMED BY A FIRM LICENSED AS A CLASS 1 OR II FIRE SPRINKLER
<br />CONTRACTOR.
<br />1.7.1.2 UPON REQUEST, SUBCONTRACTOR SHALL SHOW EVIDENCE OF AT
<br />LEAST TWO SIMILAR JOBS, OF COMPARABLE SIZE AND CHARACTER,
<br />INSTALLED AND OPERATING WITHIN THE TWO YEARS PRIOR TO BID
<br />OPENING.
<br />1.7.1.3 PUBLIX RESERVES THE RIGHT TO REFUSE ANY SUBCONTRACTOR
<br />WITH OR WITHOUT DISCLOSING CAUSE.
<br />1.7.2 PERSONNEL:
<br />1.7.2.1 EMPLOY AN EXPERIENCED SUPERINTENDENT TO OVERSEE ALL
<br />OPERATION.
<br />1.7.2.2 WORK SHALL NOT PROCEED WITHOUT ADEQUATE SUPERVISION
<br />PRESENT AT ALL TIMES. FOREMAN SHALL BE A JOURNEYMAN
<br />SPRINKLER FITTER.
<br />1.7.2.3 WORK SHALL BE PERFORMED BY WORKERS CERTIFIED IN THEIR
<br />TRADE AS JOURNEYMEN, AND APPRENTICES IN ACCORDANCE WITH
<br />REGULATIONS OF THE GOVERNING AUTHORITY OR CUSTOMARY PRACTICE.
<br />UTILIZE WORKERS WITH SKILLS IN PROPORTION TO COMPLEXITY OF
<br />TASKS REQUIRED.
<br />1.7.2.4 PUBLIX RESERVES THE RIGHT TO REFUSE ASSIGNMENT OF
<br />WORKERS TO PUBLIX WORK WITH OR WITHOUT DISCLOSING CAUSE.
<br />1.7.3 QUALITY STANDARDS
<br />1.7.3.1 WORK SHALL BE ACCOMPLISHED TO ENSURE LEAK -PROOF INSTALLATION
<br />1.7.3.2 WORK WILL BE JUDGED BY PUBLIX IN COMPARISON TO WORK OF
<br />SIMILAR TYPES.
<br />SUBSTANDARD CONSTRUCTION AS JUDGED BY PUBLIX REPRESENTATIVE
<br />WILL NOT BE ACCEPTED.
<br />1.7.3.3 NEATNESS COUNTS. MAKE ALL JOINTS, CONNECTIONS, UNIONS,
<br />ETC. WITH PROPER CARE TO INSURE THAT TIGHT CONNECTIONS ARE
<br />MADE WITHOUT EXCESS MATERIAL, WELL SECURED TO SUPPORTS.
<br />1.7.3.4 INSTALL PIPING WITH RUNS STRAIGHT, ACCURATELY FORMED RADII
<br />AT BENDS, AND ADEQUATE SUPPORTS.
<br />1.2. PRESSURE TEST:
<br />1.8.1 PERFORM TESTING AS REQUIRED BY NFPA 13 AND AUTHORITIES HAVING
<br />JURISDICTION.
<br />TEST RESULTS SHALL BE CERTIFIED BY THESE AGENCIES.
<br />1.8.2 AS A MINIMUM, TEST ALL PIPING AND EQUIPMENT UNDER HYDROSTATIC
<br />PRESSURE OF 200 POUNDS PER SQUARE INCH FOR A 2 HOUR CONTINUOUS
<br />PERIOD.
<br />1.8.3 CORRECT ALL DEFECTS REVEALED BY TEST.
<br />1.8.4 RETEST AS REQUIRED UNTIL SYSTEM IS LEAK FREE UNDER TEST CONDITIONS.
<br />1. PRODUCTS
<br />1.1. HEADS
<br />2.1.1 ALL SPRINKLER HEADS SHALL BE UL LISTED, FACTORY MUTUAL
<br />APPROVED, AND THE PRODUCT OF ONE MANUFACTURER.
<br />2.1.2 APPROVED MANUFACTURER'S:
<br />VIKING
<br />VICTUALIC
<br />TYC 0
<br />RELIABLE
<br />GLOBE
<br />2.1.3 SPRINKLER HEADS SHALL BE STANDARD RESPONSE THERMOSENSITIVE
<br />GLASS BULB STYLE, STANDARD PRESSURE RATED TO 175 PSI.
<br />2.1.4 SPRINKLERS WITH 1/21I ORIFICES SHALL HAVE 1/21I NPT CONNECTIONS,
<br />17/321I ORIFICES SHALL HAVE 3/41I NPT CONNECTIONS, DRY PENDANT
<br />HEADS SHALL HAVE 1" NPT CONNECTIONS.
<br />2.1.5 AREAS WITH SUSPENDED CEILINGS: USE CHROME RECESSED OR
<br />SEMI -RECESSED TYPE SPRINKLERS RATED AT 155 DEGREES F. UNLESS
<br />OTHERWISE NOTED ON THE PLAN.
<br />2.1.6 IN AREAS WITH EXPOSED STRUCTURE:
<br />2.1.6.1 SALES/CUSTOMER AREAS: USE BRASS UPRIGHT TYPE SPRINKLERS
<br />RATED AT 155 DEGREES F. WHERE SUSPENDED CEILING OCCURS USE
<br />CHROME PENDANT TYPE SPRINKLERS RATED AT 155 DEGREES F.
<br />PROVIDE CHROME TWO-PIECE ESCUTCHEONS.
<br />2.1.6.2 STORAGE, AND OTHER AREAS NOT USED BY CUSTOMERS: USE
<br />BRASS UPRIGHT TYPE, RATED AT 155 DEGREES F.
<br />2.1.7 COOLER/FREEZER AREAS: PROVIDE 175 DEGREE F DRY PENDANT
<br />SPRINKLERS. SEAL PIPE PENETRATION AND INSULATE PIPE TO 1'-01I ABOVE
<br />TOP OF COOLER/FREEZER INSULATION PANEL. MINIMUM BARREL LENGTH
<br />SHALL BE 18".
<br />2.1.7.1 APPROVED MANUFACTURERS: VIKING & RELIABLE
<br />1.2. PROVIDE SPARE SPRINKLER HEADS AND WRENCHES. PROVIDE NUMBER OF
<br />CABINETS, SPARE SPRINKLER HEADS IN LOCATIONS REQUIRED BY NFPA 13.
<br />MINIMUM CABINET SIZE SHALL BE FOR
<br />12 HEADS.
<br />1.3. DRY SYSTEMS: WHERE REQUIRED BY LOCAL AUTHORITIES, THE SYSTEM SHALL BE
<br />CONTROLLED BY A SEPARATE WALL OR POST INDICATOR VALVE AND DRY PIPE
<br />VALVE. VALVES ARE TO BE EQUIPPED WITH AN AIR COMPRESSOR, LOW AIR
<br />TROUBLE ALARM, AND SUPERVISORY SWITCHES. CONTROL VALVES FOR EITHER
<br />SHALL BE LOCATED 4'-6" ABOVE FINISHED FLOOR.
<br />2.3.1 AIR COMPRESSORS FOR DRY SYSTEMS WILL BE DIRECT DRIVE, ELECTRIC
<br />MOTOR DRIVEN, AIR COOLED, WITH THERMAL OVERLOAD PROTECTION. UNITS
<br />SHALL BE FULLY AUTOMATIC, WITH A UL LISTED PRESSURE SWITCH, CHECK
<br />VALVE AND SAFETY VALVE, OIL -LESS PISTON COMPRESSOR, AND
<br />PERMANENTLY LUBRICATED BEARINGS. INCLUDE AIR FILTERS AND RISER
<br />MOUNTING KITS. SEE CONSTRUCTION DRAWINGS FOR POWER REQUIREMENTS,
<br />2.3.1.1 APPROVED MANUFACTURER: GENERAL AIR PRODUCTS.
<br />1.4. BACK FLOW DEVICES: PROVIDE A FACTORY MUTUAL APPROVED BACK FLOW DEVICE
<br />WHERE
<br />REQUIRED BY LOCAL CODES. AT STORES LOCATED NORTH OF FLORIDA ROUTE
<br />60, SET ASSEMBLY IN INSULATED BELOW -GROUND CONCRETE VAULT OR
<br />PROVIDE MEANS OF FREEZE PROTECTION.
<br />1.5. INSPECTOR'S TEST CONNECTION SHALL BE PIPED TO FLOOR LEVEL ON THE INSIDE
<br />OF THE BUILDING, THEN STUBBED THROUGH THE WALL AND PIPED TO GRADE.
<br />CONFORM TO REQUIREMENTS OF NFPA 13 AND FACTORY MUTUAL.
<br />1.6. RISER ASSEMBLY SHALL INCLUDE ALARM VALVE WITH DPDT WATER FLOW SWITCH,
<br />WATER MOTOR ALARM, ELECTRICALLY SUPERVISED GATE VALVE, MAIN DRAIN AND
<br />PRESSURE GAUGES. WATER FLOW SWITCH AND TAMPER SWITCH. RISER ASSEMBLY
<br />SHALL BE LOCATED IN REAR OF STORE. ALL RISERS SHALL BE INTERIOR RISERS.
<br />SYSTEM CONTROL VALVE SHALL BE A WALL OR POST INDICATOR TYPE.
<br />1.7. PROVIDE PIPE SLEEVES FOR ALL PIPES PASSING THROUGH CONCRETE FLOORS AND
<br />FOR ALL PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS.
<br />1.8. PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPES PASSING THROUGH FLOORS AND
<br />WALLS.
<br />ESCUTCHEONS SHALL BE CHROME PLATED STEEL OR STAINLESS STEEL,
<br />TWO-PIECE HINGED, FASTENED WITH SET SCREW, SIZE TO SUIT. WHERE
<br />SUBJECT TO CORROSION (OUTSIDE) USE STAINLESS STEEL ONLY.
<br />1.9. TAMPER SWITCHES: PROVIDE SYSTEMS SENSOR SUPERVISORY SWITCH OSY2 FOR
<br />OUTSIDE SCREW AND YOKE GATE VALVES, OR PIBV2 FOR POST INDICATOR GATE
<br />VALVES, TO BE WIRED BY OTHERS.
<br />1.10. ALL FITTINGS SHALL BE U.L. AND FACTORY MUTUAL APPROVED AND STAMPED
<br />AND SHALL CONFORM TO THE REQUIREMENTS OF NFPA. #13 AND THE FACTORY
<br />MUTUAL APPROVAL GUIDE, EXCEPT THAT NO IISLIPII TYPE FITTINGS ARE TO BE
<br />USED.
<br />1.11. PIPING:
<br />2.11.1 PIPING SHALL CONFORM TO THE REQUIREMENTS OF NFPA. #13 AND THE
<br />FACTORY MUTUAL APPROVAL GUIDE. PIPING MAY BE GROOVED, THREADED
<br />AND/OR WELDED IF ALL COMPONENTS AND METHODS ARE FACTORY MUTUAL
<br />APPROVED.
<br />2.11.2 UNDERGROUND SERVICE PIPING:
<br />2.11.2.1 PIPE: AWWA C900, PVC, AWWA C151, DUCTILE IRON PIPE
<br />2.11.2.2 FITTINGS AND JOINTS: AWWA C110 & C115, DUCTILE IRON PIPE
<br />ANSI B16.1 CAST IRON PIPE, FOR SIZES 31I-481I.
<br />2.11.3 ABOVE GROUND SERVICE PIPING:
<br />2.11.3.1 SPRINKLER PIPING: ASTM-A795 AND ASTM A35 FOR BLACK AND
<br />HOT DIPPED, ZINC COATED (GALVANIZED) WELDED AND SEAMLESS
<br />STEEL PIPE. ASTM A135 FOR ELECTRIC RESISTANCE WELDED STEEL
<br />PIPE.
<br />2.11.3.1.1 EXTERIOR WET/DRY SPRINKLER PIPING & FITTINGS: GALVANIZED STEEL.
<br />2.11.3.1.2 INTERIOR WET SPRINKLER PIPING & FITTINGS: BLACK STEEL.
<br />2.11.3.1.3 INTERIOR DRY SPRINKLER PIPING & FITTINGS: GALVANIZED STEEL.
<br />2.11.3.2 PIPE SIZES 11I-21I SHALL BE SCHEDULE 40.
<br />2.1 1 .3.3 PIPE SIZES 2 1 /21I - 611 SHALL BE SCHEDULE 10.
<br />2.11.4 FIRE DEPARTMENT CONNECTION PIPING:
<br />2.11.4.1 INTERIOR: SAME AS INTERIOR SPRINKLER PIPING ABOVE.
<br />2.11.4.2 EXTERIOR: SAME AS EXTERIOR SERVICE PIPING ABOVE. WHERE
<br />STUBBED -UP FOR CONNECTIONS ABOVE GRADE, USE STANDARD WEIGHT
<br />GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLE IRON SCREW
<br />FITTINGS.
<br />2.11.5 DRAIN PIPING: SCHEDULE 40 GALVANIZED STEEL SCREWED PIPE WITH
<br />CAST IRON DRAINAGE PATTERN SCREW FITTINGS.
<br />1.12. VALVES:
<br />2.12.1 DRAIN VALVES, TEST VALVES, AND CONTROL VALVES SHALL BE FITTED
<br />WITH FM APPROVED ENAMELED SIGNS INDICATING THEIR USE.
<br />2.12.2 GATE VALVES
<br />2.12.2.1 NON RISING STEM: 411 - 121I IRON BODY, 175 LB. SERVICE
<br />RATING, FLANGED CONNECTIONS. UL LISTED, FACTORY MUTUAL
<br />APPROVED. BOLTED BONNET INDICATOR, BOLT PATTER, SOLID BRONZE
<br />OR RESILIENT WEDGE.
<br />NIBCO F609
<br />2.12.2.2 OUTSIDE SCREW AND YOKE: 411 - 12" IRON BODY 200 LB.
<br />SERVICE RATING, FLANGED CONNECTIONS. UL LISTED, FACTORY MUTUAL
<br />APPROVED. EPDXY COATED INTERIOR/EXTERIOR. PREGROOVED STEM
<br />FOR SUPERVISORY SWITCH, RESILIENT WEDGE.
<br />NIBCO F607RW
<br />2.12.2.3 OTHER APPROVED MANUFACTURER'S: MUELLER
<br />KENNEDY
<br />STOCKHAM
<br />WATTS
<br />2.12.3 ALARM CHECK VALVES: 319 - 811 IRON BODY, 175 LB. SERVICE RATING,
<br />FLANGED OR GROOVED CONNECTION. UL LISTED, FACTORY MUTUAL APPROVED.
<br />VERTICAL MOUNTED WITH COMPLETE TRIM FOR VARIABLE PRESSURE. BOLTED
<br />HAND HOLE COVER. EPDM RUBBER CLAPPER SEAL.
<br />2.12.3.1 WET ALARM CHECK VALVES: CENTRAL MODEL F
<br />OR G
<br />VIKING MODEL J-1
<br />RELIABLE MODEL E
<br />2.12.3.2 RETARD CHAMBERS: CENTRAL MODEL F
<br />VIKING C-1
<br />RELIABLE MODEL E-1
<br />2.12.3.3 DRY ALARM CHECK VALVES: CENTRAL MODEL
<br />C
<br />VIKING F-1
<br />VICTUALIC SERIES 756 FIRELOCK
<br />2.12.3.4 ACCELERATORS AND EXHAUSTERS: CENTRAL
<br />MODEL A
<br />VIKING MODEL E-1
<br />VICTUALIC SERIES 746
<br />2.12.4 DOUBLE CHECK DETECTOR ASSEMBLY: IRON BODY, 175 LB. SERVICE
<br />RATING. UL LISTED FACTORY MUTUAL APPROVED. EPDXY COATED
<br />INTERIOR/EXTERIOR. DUCTILE IRON OR STAINLESS STEEL CLAPPER, EPDM
<br />RUBBER SEAL. RESILIENT WEDGE OUTSIDE SCREW AND YOKE GATE VALVES.
<br />FEBCO 856, WATTS 757DCDA - OSY OR EQUAL AS APPROVED BY PUBLIX
<br />ENGINEER.
<br />2.12.5 INDICATOR POSTS: IRON BODY. UL LISTED, FACTORY MUTUAL APPROVED
<br />FOR USE WITH NON- RISING STEM GATE VALVES:
<br />NIBCO NIPIAJ UPRIGHT POST OR NIP2AJ WALL POST
<br />GRINNELL KENNEDY MUELLER STOCKHAM
<br />2.12.6 DRAIN VALVES: ANGLE OR GLOBE TYPE AS REQUIRED.
<br />JENKINS 108-A ANGLE OR 106A GLOBE OR EQUAL AS APPROVED BY PUBLIX
<br />ENGINEER.
<br />2.12.7 CHECK VALVES: FACTORY MUTUAL APPROVED SWING CHECK VALVES
<br />INSTALLED HORIZONTALLY, IRON BODY, BRONZE MOUNTED, 175 POUND
<br />SERVICE RATING.
<br />1.13. RISER AND FIRE DEPARTMENT CONNECTION
<br />2.13.1 RISER: PROVIDE RISER WHERE INDICATED ON THE DRAWINGS. RISER
<br />SHALL HAVE ALARM VALVE, COMPLETE WITH VALVE TRIMMINGS, GAUGES,
<br />AND ALL REQUIRED ACCESSORY EQUIPMENT. PROVIDE APPROVED ELECTRIC
<br />FLOW SWITCH WHERE INDICATED ON THE DRAWINGS.
<br />2.13.2 INSPECTOR'S TEST CONNECTION: 111 INSPECTORS TEST VALVE, DRAIN
<br />VALVE AND PIPE EXTENDING TO DRAIN INDICATED ON DRAWINGS. SYSTEM
<br />SHALL ALSO BE CONNECTED INTO THE CENTRAL FIRE ALARM SYSTEM.
<br />2.13.3 FIRE DEPARTMENT CONNECTIONS: FACTORY MUTUAL APPROVED FLUSH
<br />TYPE FIRE DEPARTMENT CONNECTIONS 41I F.I.P.T. OUTLET AND TWO
<br />2-1/21I NSHT INLETS WITH LETTERED NAMEPLATE. ALL EXPOSED PARTS
<br />SHALL BE ROUGH BRASS AND POLISHED TRIM; PLATE SHALL BE LETTERED
<br />"AUTOMATIC SPRINKLER", "FIRE DEPARTMENT CONNECTIONS".
<br />1.14. GAUGES
<br />2.14.1 PRESSURE GAUGES SHALL BE INSTALLED AS REQUIRED BY CODE, FACTORY
<br />MUTUAL APPROVED
<br />4-1/21I DIAL TYPE, AND SHALL HAVE A MAXIMUM LIMIT OF NOT LESS
<br />THAN TWICE THE NORMAL WORKING PRESSURE AT THE POINT WHERE
<br />INSTALLED.
<br />2.14.2 CONTROL VALVES, DRAIN VALVES, CHECK VALVES, IDENTIFICATION TAGS
<br />AND DRAIN PIPING SHALL BE APPROVED FOR FIRE SERVICE AND SHALL
<br />CONFORM TO THE REQUIREMENTS SET FORTH IN NFPA. #13.
<br />2. EXECUTION
<br />2.1. GENERAL
<br />3.1.1 ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE USED FOR BUILDING
<br />CONSTRUCTION,
<br />DIMENSIONS AND SPECIFIC LOCATIONS.
<br />3.1.2 PERFORM ALL CUTTING AND FITTING REQUIRED FOR WORK OF THIS
<br />SECTION IN ROUGH CONSTRUCTION OF THE BUILDING, AND IN AREAS OF
<br />EXISTING BUILDINGS AND STRUCTURES AS REQUIRED BY ALTERATIONS AND
<br />CONNECTIONS TO EXISTING.
<br />3.1.3 ALL PATCHING OF FINISHED CONSTRUCTION OF NEW AND EXISTING
<br />BUILDINGS SHALL BE BY THE GENERAL CONTRACTOR UNDER THE SECTIONS
<br />OF SPECIFICATIONS COVERING THOSE MATERIALS.
<br />3.1.4 SUBCONTRACTOR SHALL PERFORM ALL EXCAVATION AND BACKFILL
<br />REQUIRED FOR SERVICES, INSIDE AND OUTSIDE THE BUILDING. CUTTING OF
<br />CURBS, WALKS, CONCRETE AND PAVING REQUIRED BY THE EXCAVATION
<br />SHALL BE DONE BY SUBCONTRACTOR. ANY ROCK SHALL BE EXCAVATED 3
<br />INCHES BELOW THE LAYING DEPTH, AND THE TRENCH SHALL BE BACKFILLED
<br />WITH SAND 3 INCHES DEEP. OVER EXCAVATION SHALL BE ADDED IN 12 INCH
<br />LAYERS AND MECHANICALLY COMPACTED. FLOODING OR PUDDLING NOT
<br />PERMITTED. ALL PIPING WHICH WILL BE UNDER WALKS, PLANTERS, ARCADES,
<br />PARKING LOTS, CONCRETE OR ASPHALT SHALL BE MECHANICALLY COMPACTED
<br />IN 12 INCH LAYERS. PIPE UNDER DRIVEWAYS SHALL HAVE A MINIMUM COVER
<br />0 F 3 FT.
<br />3.1.5 VERIFY ALL FIELD DIMENSIONS AND LOCATIONS OF EQUIPMENT AND
<br />FIXTURES WITHIN THE LAYOUT AS ESTABLISHED BY THE GENERAL
<br />CONTRACTOR TO INSURE CLOSE, NEAT FIT, WITH OTHER TRADES WORK.
<br />3.1.6 NO UNDERGROUND PIPING SHALL BE COVERED UNTIL INSPECTED
<br />BY PUBLIX' REPRESENTATIVE AND AUTHORITY HAVING JURISDICTION.
<br />3.1.7 WHERE THE WORK IS DEPENDENT UPON WORK OF OTHER TRADES OR
<br />WORK ALREADY IN PLACE FOR ITS PROPER INSTALLATION, EXAMINE SUCH
<br />OTHER WORK AND SEE THAT IS IN THE PROPER CONDITION AND STATE OF
<br />COMPLETION BEFORE CONTINUING THE INSTALLATION.
<br />3.1.8 INCLUDE THE SERVICES OF AN EXPERIENCED SUPERINTENDENT, WHO
<br />SHALL BE CONSTANTLY IN CHARGE OF THE WORK, TOGETHER WITH QUALIFIED
<br />JOURNEYMEN REQUIRED TO PROPERLY UNLOAD, INSTALL, CONNECT, ADJUST,
<br />START AND OPERATE AND TEST THE WORK INVOLVED, INCLUDING EQUIPMENT
<br />AND MATERIALS FURNISHED BY OTHERS AND BY OWNER. ALL WORK SHALL
<br />BE EXECUTED IN A FIRST CLASS WORKMANLIKE MANNER. WORKMANSHIP THAT,
<br />IN THE OPINION OF PUBLIX, IS SUBSTANDARD OR SHODDY, SHALL BE
<br />REMOVED AND REPLACED WITH ACCEPTABLE WORK AT NO COST TO PUBLIX.
<br />3.1.9 FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF
<br />OTHER TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED.
<br />COORDINATE WORK WITH OTHER TRADES. MAINTAIN MAXIMUM HEADROOM AND
<br />SPACE CONDITIONS AT ALL POINTS. WHERE HEADROOM OR SPACE CONDITIONS
<br />APPEAR INADEQUATE, NOTIFY ARCHITECT BEFORE PROCEEDING WITH
<br />INSTALLATION.
<br />2.2. AREA OF HORIZONTAL RUNS BY TRADES: SEE SECTION 01 11 00 SUMMARY OF
<br />WORK.
<br />2.3. CONCEAL ALL PIPING ABOVE SUSPENDED CEILING WHERE PRACTICAL.
<br />2.4. IF DIRECTED BY ARCHITECT, THE SUBCONTRACTOR SHALL, WITHOUT EXTRA CHARGE,
<br />MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT
<br />CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE
<br />WORK.
<br />2.5. PROVIDE QUALIFIED INSTALLERS. INSTALL MATERIALS, APPARATUS AND EQUIPMENT IN
<br />NEAT, WORKMANLIKE MANNER.
<br />2.6. COOPERATE WITH THE WORK OF OTHER TRADES TO PREVENT CONFLICT OR
<br />INTERFERENCE AND TO AID RAPID COMPLETION OF THE OVERALL PROJECT.
<br />WORK OF OTHER TRADES. DO NOT INSTALL DAMAGED MATERIALS AND EQUIPMENT;
<br />REMOVE THEM FROM THE SITE.
<br />2.8. INSTALL DROPS FOR SPRINKLER HEADS IN AREAS WITH FINISHED CEILING.
<br />SPRINKLER HEADS IN TILE CEILINGS SHALL BE LOCATED WITHIN 1 1 /21I OF THE
<br />CENTER OF TILE. COORDINATE THE EXACT LOCATION OF THE CEILING GRID WITH
<br />THE CEILING CONTRACTOR.
<br />2.9. EXAMINE ALL WORK OF OTHERS. IF ANY CONDITIONS EXIST WHICH WILL PREVENT
<br />SATISFACTORY INSTALLATION OF MATERIALS OR EQUIPMENT THE ARCHITECT SHALL
<br />BE NOTIFIED IN WRITING. STARTING OF WORK WITHOUT NOTIFICATION INDICATES
<br />ACCEPTANCE, AND ANY OR ALL CHANGES REQUIRED WILL BE AT CONTRACTOR'S
<br />EXPENSE.
<br />2.10. KEEP THE JOB SITE FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND
<br />RUBBISH. LEAVE THE JOB SITE AND WORK IN CLEAN, ORDERLY AND ACCEPTABLE
<br />CONDITION. CLEAN ALL MATERIALS AND EQUIPMENT OF DIRT, DUST, PAINT, SPOTS
<br />AND STAINS, SOIL MARKS AND OTHER FOREIGN MATTER.
<br />2.11. THE INSIDE SPRINKLER PIPING SHALL BE INSTALLED IN SUCH A MANNER THAT
<br />THERE WILL BE NO LEAKAGE.
<br />2.12. THERE SHALL BE NO ON SITE WELDING OF SPRINKLER PIPING.
<br />2.13. INSTALL, TEST AND FLUSH THE FIRE PROTECTION UNDERGROUND FROM THE
<br />"POINT OF SERVICE" TO THE BUILDING IN ACCORDANCE WITH NFPA. 24.
<br />2.14. REQUIREMENTS FOR FINAL ACCEPTANCE AND PAYMENT:
<br />3.14.1 THE ENTIRE SYSTEM SHALL BE TESTED UNDER HYDROSTATIC PRESSURE.
<br />THIS PRESSURE SHALL BE 50 PSI GREATER THAN PRESSURE IN THE MAIN,
<br />BUT IN NO CASE LESS THAN 200 PSI. THE TEST PRESSURE SHALL BE
<br />MAINTAINED FOR TWO (2) HOURS. PROPERLY EXECUTED TEST CERTIFICATE
<br />SHALL BE SENT TO FACTORY MUTUAL ENGINEERING ASSOCIATION AND PUBLIX'
<br />REPRESENTATIVE UPON COMPLETION.
<br />3.14.2 FURNISH PUBLIX' REPRESENTATIVE WITH A COMPLETE SET OF ALL
<br />MANUFACTURER'S WARRANTIES AND INSTRUCTIONS, AND WITH TWO SETS
<br />OF AS -BUILT DRAWINGS.
<br />3.14.3 OBTAIN FINAL INSPECTION AND TEST REQUIRED BY THE AUTHORITIES
<br />HAVING JURISDICTION FOR THEIR ACCEPTANCE OF THE SYSTEM; PROVIDE
<br />ADEQUATE ADVANCE NOTICE TO PUBLIX' REPRESENTATIVE OF SUCH
<br />INSPECTION AND TEST; FURNISH PUBLIX' REPRESENTATIVE WITH EVIDENCE OF
<br />ACCEPTANCE OF THE SYSTEM BY THE LOCAL AUTHORITY HAVING
<br />JURISDICTION.
<br />3.14.4 CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR UNDERGROUND
<br />PIPING/ ABOVEGROUND PIPING SHALL BE COMPLETED ON THE APPROPRIATE
<br />NFPA 13 FORM AND SUBMITTED TO THE OWNER AND THE AUTHORITY HAVING
<br />JURISDICTION.
<br />3.14.5 THE SYSTEM, UPON COMPLETION AND TESTING, SHALL BE INSPECTED
<br />AND ACCEPTED BY THE OWNER AND THE AUTHORITY HAVING JURISDICTION.
<br />2.15. GUARANTEE
<br />3.15.1 ALL EQUIPMENT SHALL BE TESTED, ADJUSTED AND PLACED IN PROPER
<br />OPERATING CONDITION BY THE SUBCONTRACTOR. BOTH THE CONTRACTOR AND
<br />THE ENGINEER SHALL ADVISE THE ARCHITECT IN WRITING THAT THE SYSTEMS
<br />ARE INSTALLED ACCORDING TO THE SPECIFICATIONS AND DRAWINGS AND ARE
<br />OPERATING SATISFACTORILY. THE OWNER SHALL RECEIVE WRITTEN WARRANTY
<br />COVERING ALL DEFECTS IN WORKMANSHIP AND MATERIAL FOR A PERIOD OF
<br />ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE.
<br />3.15.2 ALL DEFECTS WITHIN THIS PERIOD SHALL BE REPAIRED WITHOUT COST
<br />TO THE OWNER. THIS SHALL INCLUDE ADJUSTMENTS, AND ALL REGULAR AND
<br />PREVENTATIVE MAINTENANCE.
<br />3.15.3 THE OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS
<br />REQUIRED TO KEEP
<br />EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S
<br />WARRANTY.
<br />2.16. FINAL INSPECTION
<br />3.16.1 ALL OF THE FOLLOWING ITEMS SHALL BE COMPLETED PRIOR TO FINAL
<br />INSPECTIONS. NO EXCEPTIONS WILL BE MADE AND NO FINAL PAYMENT WILL
<br />BE MADE UNTIL ALL ITEMS ARE COMPLETED.
<br />2.17. CLEANING EQUIPMENT AND PREMISES:
<br />3.17.1 THOROUGHLY CLEAN ALL EXPOSED PARTS OF THE APPARATUS AND
<br />EQUIPMENT. EXPOSED PARTS WHICH ARE TO BE PAINTED SHALL BE
<br />THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIAL AND ALL
<br />OIL AND GREASE SPOTS SHALL BE REMOVED. REPAINT OR TOUCH UP AS
<br />REQUIRED TO MAKE LOOK LIKE NEW. SUCH SURFACES SHALL BE CAREFULLY
<br />WIPED AND ALL CRACKS AND CORNERS SCRAPED OUT.
<br />3.17.2 EXPOSED METAL WORK SHALL BE CAREFULLY BRUSHED DOWN WITH
<br />STEEL BRUSHES TO REMOVE RUST AND OTHER SPOTS AND TOUCHED UP
<br />WITH PRIMER.
<br />2.18. IDENTIFICATION, OPERATING INSTRUCTIONS AND SERVICE MANUAL:
<br />3.18.1 PROVIDE A PERMANENT NON -CORROSIVE METALLIC PLACARD INDICATING
<br />HYDRAULIC DESIGN AND DEMAND INFORMATION, SECURELY AFFIXED TO RISER,
<br />ONE REQUIRED EACH RISER.
<br />3.18.2 MANUAL:
<br />3.18.2.1 PROVIDE TWO (2) NEATLY BOUND COPIES OF MAINTENANCE AND
<br />INSTRUCTIONS BOOK, PARTS LISTS PERTAINING TO ALL EQUIPMENT
<br />FURNISHED. SUBMIT TO THE ARCHITECT FOR APPROVAL.
<br />3.18.2.2 EACH SECTION SHALL BE INDEXED AND INCLUDE PARTS LISTS,
<br />INSTRUCTION BOOKS, SUPPLIERS' PHONE NUMBERS AND ADDRESSES,
<br />AND INDIVIDUAL EQUIPMENT GUARANTEES ALL IN SEPARATE SECTIONS.
<br />END OF SECTION 21 00 00
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