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FIRE PROTECTION LEGEND
<br />FIRE PROTECTION SPECIFICATIONS
<br />SPRINKLER NOTES
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<br />SYMBOL DESCRIPTION
<br />SYMBOL DESCRIPTION
<br />F
<br />FIRE LINE OR MAIN
<br />=
<br />FIRE DEPARTMENT VALVE CABINET
<br />A/S
<br />AUTOMATIC SPRINKLER MAIN
<br />FP-1, ETC
<br />FIXTURE INDENTIFICATION
<br />D
<br />DRAIN LINE
<br />CONNECTION TO EXISTING
<br />PIPE TURNED UP
<br />•
<br />FIRE EXTINGUISHER
<br />a
<br />PIPE TURNED DOWN
<br />FLOW SWITCH
<br />r
<br />BALL VALVE
<br />CAP ON LINE
<br />--�
<br />CHECK VALVE
<br />*
<br />HYDRAULIC CALCULATION PIPE NODE 1-100
<br />UNION IN PIPE
<br />Q
<br />HYDRAULIC CALCULATION SPRINKLER
<br />D *'
<br />_
<br />O.S.&Y. GATE OR BUTTERFLY VALVE
<br />W/TAMPER SWITCH.
<br />REMOVE EXISTING HEAD AND PLUG FITTING
<br />--�F-
<br />CHECK VALVE
<br />REMOVE EXISTING HEAD & EXTEND 1' BRANCH LINE
<br />TO NEW HEAD LOCATION
<br />CONTROL VALVE AND CHECK VALVE WITH
<br />FLOW AND TAMPER SWITCHES
<br />PIPING TO BE REMOVED
<br />i-o--o
<br />SPRINKLER HEAD BELOW DUCTWORK
<br />FIRE PROTECTION ABBREVIATIONS
<br />F.H.C.
<br />FIRE HOSE CABINET
<br />E.P.
<br />ELECTRICAL PANEL
<br />F.E.
<br />FIRE EXTINGUISHER
<br />F.E.0
<br />FIRE EXTINGUISHER CABINET
<br />A/S
<br />AUTOMATIC SPRINKLER
<br />F.D.V.C.
<br />FIRE DEPARTMENT VALVE CABINET
<br />F.SP.
<br />FIRE STANDPIPE
<br />O.S. & Y.
<br />OUTSIDE STEM AND YOKE
<br />RCV
<br />RISER CONTROL VALVE
<br />A.F.F.
<br />ABOVE FINISHED FLOOR
<br />T.S.
<br />TAMPER SWITCH
<br />F.S.
<br />FLOW SWITCH
<br />F.D.V.
<br />FIRE DEPARTMENT VALVE
<br />A.H.J
<br />AUTHORITY HAVING JURISDICTION
<br />SPRINKLER HEAD LEGEND
<br />TYPE K-FACT TEMP LOCATION
<br />1. CONCEALED - QRS (WHITE COVER PLATE) 5.6 1550 ALL SPACES UNLESS OTHERWISE NOTED
<br />2. UPRIGHT GENERAL - ORS 5.6 2000 TOP OF ELEVATOR SHAFT
<br />* SEE SPECIFICATIONS FOR MODEL NUMBERS.
<br />* PLUG ALL UNUSED OUTLETS.
<br />FIRE COMPONENT SCHEDULE
<br />IDENTITY
<br />COMPONENT
<br />FP-1
<br />FIRE EXTINGUISHER (ABC - 10 LB. - RECESSED CABINET)
<br />REGULATORY REQUIREMENTS
<br />A. NFPA 101: Life Safety Code (2006).
<br />B. NFPA 13: Standard for Sprinkler Systems (2002).
<br />C. Florida Fire Marshall's Rules 69A-3.012 F.A.C. - (2007).
<br />D. Florida Building Code - 2007 with 2009 ammendments.
<br />ALL PRODUCTS ASSOCIATED WITH THE SPRINKLER SYSTEM SHALL BE
<br />UNDERWRITERS LABORATORIES (UL) LISTED AND/OR FACTORY MUTUAL
<br />(FM) APPROVED.
<br />PIPE
<br />INTERIOR PIPE AND FITTINGS:
<br />THREADABLE THINWALL ASTM-A-795, TYPE E, GRADE A BY ALLIED 'DYNA-THREAD' (OR
<br />APPROVED EQUAL) WITH CRR=1.0, U.L. LISTED FOR THREADED PIPE ENDS, AND / OR U.L.
<br />LISTED ALLIED XL/BLT PIPE (OR APPROVED EQUAL) FOR UNTHREADED THINWALL PIPING
<br />UP TO 3. PROVIDE ABF COATING ON PIPING.
<br />FITTINGS:
<br />1. MECHANICAL COUPLINGS: ROLL GROOVE RIGID TYPE BY
<br />VICTAULIC OR GRINNELL.
<br />2. CLASS 125 CAST IRON SPRINKLER FITTINGS -
<br />SCREWED, FLANGED, OR GROOVED -END.
<br />3. ALL FITTINGS SHALL BE BY THE SAME MANUFACTURER.
<br />IIIttTiT�T T�
<br />PROVIDE UL LISTED AND FM APPROVED HANGERS. ACCEPTABLE MANUFACTURERS:
<br />GRINNELL, BLINE, VIKING, FEE AND MASON.
<br />1. GRINNELL ADJUSTABLE CLEVIS HANGER #260 MSS, TYPE 1 FOR PIPING 21/Z AND LARGER.
<br />2. GRINNELL ADJUSTABLE SWIVEL RING HANGER *69 FOR PIPING 2' AND SMALLER.
<br />CLAMPS:
<br />1. C-CLAMPS:
<br />GRINNELL *92 WITH RETAINER CLIP, MSS TYPE 23.
<br />2. MALLABLE BEAM CLAMPS:
<br />GRINNELL FIGURE #218, MSS TYPE 30.
<br />EXPANSION ANCHORS:
<br />1. HILTI-HDT-KWIK-BOLT, ZINC PLATED, METAL EXPANSION ANCHOR.
<br />ANCHOR TO MEET U.L., ICBO-4627 AND FM LISTINGS.
<br />FIRE EXTINGUISHERS AND CABINETS:
<br />ACCEPTABLE MANUFACTURERS:POTTER-ROEMER & CROKER
<br />FIRE EXTINGUISHER CABINET (ABC EXTINGUISHER)
<br />CABINET - #1704-A WHITE BAKED ENAMEL STEEL BOX WITH FULL ACRYLIC PANEL DOOR.
<br />EXTINGUISHER: # 3010, TEN POUND ABC, MULTI -PURPOSE DRY CHEMICAL.
<br />FINISH: *1961 DECAL LETERING FOR CABINET. PAINT EXTERIOR CABINET FRAME TO MATCH
<br />WALL SURFACE.
<br />SPRINKLER HEADS:
<br />ACCEPTABLE MANUFACTURERS: GRINNELL, VIKING, & RELIABLE.
<br />SPRINKLER HEADS SHALL BE U.L. LISTED AND F.M. APPROVED. CONCEALED TYPE
<br />QUICK RESPONSE SPRINKLER HEAD MAY BE U.L. LISTED ONLY.
<br />CHROME PENDENT: VIKING MICROFAST MODEL VK302, BULB TYPE, 1/� ORIFICE, PENDENT, QUICK
<br />RESPONSE, STANDARD COVERAGE, 5.6 K-FACTOR, 155 DEGREE UNLESS NOTED OTHERWISE.
<br />PIPE INSTALLATION
<br />PROVIDE HANGERS ON ALL ARM OVERS OF 12' OR MORE.
<br />SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS IN ACCORDANCE
<br />WITH UL FIRE RESISTANCE INDEX FOR THROUGH -PENETRATION FIRESTOP
<br />SYSTEMS. COORDINATE REQUIREMENTS WITH ARCHITECT.
<br />PROVIDE TRAPEZE TYPE HANGERS WHERE NECESSARY TO SUPPORT PIPE
<br />WHEN STRUCTURAL STEEL IS NOT DIRECTLY ABOVE FOR SUPPORT.
<br />THE CONTRACTOR SHALL PROVIDE SPRINKLER SHOP DRAWINGS AND PRODUCT DATA
<br />SUBMITTALS TO ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION TO
<br />CONVEY THAT HE UNDERSTANDS THE INTENT OF CONTRACT DOCUMENTS AND TO
<br />FACILITATE COORDINATION OF SPRINKLER SYSTEM WITH OTHER TRADES. THE
<br />DRAWINGS SHALL INCORPORATE ALL OF THE REQUIREMENTS OF NFPA 13.
<br />ALL MATERIAL SHALL BE DOMESTIC AND SHALL BE MANUFACTURED WITHIN THE UNITED
<br />STATES OF AMERICA.
<br />LABEL PIPING WITH SETON SNAP -ON LABELS, OR APPROVED EQUAL, TO DENOTE CONTENTS AND
<br />DIRECTION OF FLOW, AT NO MORE THAN 20 FOOT INTERVALS AND AT LEAST ONCE IN EACH
<br />SPACE THAT PIPE PASSES THRU. COLOR SHALL CONFORM TO ASME 13.1 WITH MINIMUM 2' HIGH
<br />LETTERING.
<br />ni necrni iT
<br />CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS IN AUTOCAD FORMAT AT COMPLETION
<br />OF PROJECT.
<br />I. ALL FIRE PROTECTION SYSTEM SHALL BE IN COMPLIANCE WITH THE STATE AND
<br />LOCAL FIRE CODES AND ORDINANCES AND AS PER NFPA 13 - 2002 AND
<br />NFPA 14 - 2003 EDITION REQUIREMENTS.
<br />2. MAKE ALL OFFSETS REQUIRED AS PER JOB CONDITIONS.
<br />3. CONTRACTOR TO PROVIDE AND TURN OVER TO THE OWNER AT LEAST (6)
<br />SPARE SPRINKLERS OF SAME TYPE AND TEMPERATURE RATING BEING INSTALLED
<br />INSIDE OF SPARE SPRINKLER CABINETS. COORDINATE LOCATION WITH OWNER.
<br />4. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE SPRINKLER HEAD LOCATIONS WITH
<br />SOFFITS AND ANY CEILING OBSTRUCTIONS PER NFPA 13.
<br />5. ALL SPRINKLER HEADS SHALL BE CENTERED AND PRESENT A NEAT AND
<br />BALANCED CEILING PATTERN UNLESS SHOWN OTHERWISE.
<br />6. PROVIDE AND MAINTAIN A MINIMUM CLEARANCE OF 18' BETWEEN THE
<br />BOTTOM OF THE SPRINKLER DEFLECTOR AND THE TOP OF STORAGE,
<br />FILE, SHELVING, ETC.
<br />7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND QUANTITY OF ALL CEILING
<br />MOUNTED DEVICES INCLUDING SMOKE DETECTORS TO BE REMOVED DURING
<br />CONSTRUCTION TO INSTALL SPRINKLER PIPING. EXISTING EQUIPMENT AND FIXTURES
<br />SHALL BE REPAIRED TO ORIGINAL OPERATION OR REPLACED SHOULD THEY BE
<br />DAMAGED DURING CONSTRUCTION.
<br />8. SCHEDULE 5 PIPING AND FLEXIBLE SPRINKLER HEAD DROPS ARE
<br />NOT APPROVED OR ACCEPTED PRODUCTS.
<br />9. CONTRACTOR SHALL COORDINATE WITH STRUCTURE AND OTHER TRADES
<br />BEFORE INSTALLING SPRINKLER WORK.
<br />10. SPRINKLER HEAD RATED a 155 DEGREES F. t/¢ ORIFICE WITH 5.6 K-FACTOR,
<br />QUICK RESPONSE UNLESS OTHERWISE NOTEb.
<br />11. INSTALL PIPING TIGHT TO STRUCTURE WHERE POSSIBLE.
<br />12. SPRINKLER SYSTEM SHALL BE INSTALLED BY A STATE CERTIFIED FIRE
<br />PROTECTION CONTRACTOR.
<br />13. SPRINKLER PIPING SHALL BE THREADABLE THINWALL ALLIED 'DYNA-THREAD' WITH
<br />CRR=1.0. U.L. LISTED AND / OR U.L. LISTED ASTM A-795 TYPE E. GRADE A
<br />ELECTRIC RESISTANCE WELDED BY ALLIED OR APPROVED EQUAL FOR PIPINb UP
<br />TO 3'. PROVIDE ABF COATING ON PIPING.
<br />14. SYSTEM DESIGNED FOR LIGHT HAZARD OCCUPANCY, AND ORDINARY HAZARD
<br />OCCUPANCY GROUP IIN MECH AND STORAGE ROOMS. CONTRACTOR SHALL PROVIDE
<br />HYDRAULIC CALCULATIONS TO THE STREET MAIN UTILIZING A FLOW TEST TAKEN
<br />NO MORE THAN 180 DAYS BEFORE INSTALLATION IF REQUIRED BY THE LOCAL AHJ.
<br />15. CONTRACTOR SHALL REMOVE EXISTING SPRINKLER HEADS AS SHOWN AND
<br />ADJUST PIPING TO NEW CEILING PATERN.
<br />16. CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES INVOLVED
<br />SO AS TO AVOID ANY PIPE ROUTING PROBLEMS.
<br />17. EXISTING SERVICES INDICATED ON THESE DRAWINGS WERE DERIVED
<br />FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THESE
<br />DRAWINGS MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE
<br />PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES, LOCATION, TYPE
<br />AND SIZE PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS IMPACTING WORK
<br />SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR
<br />COORDINATION PRIOR TO CONSTRUCTION.
<br />18. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING FIRE MAINS AND
<br />SPRINKLER PIPING TO FACILITATE THE INSTALLATION OF NEW ELECTRICAL
<br />MECHANICAL AND PLUMBING SYSTEMS. THIS INCLUDES ALL CEILING SPACES.
<br />SHAFTS. WALLS. ETC.
<br />19. CONTRACTOR SHALL RAISE ALL EXISTING SPRINKLER PIPING WITHIN SCOPE TIGHT TO
<br />STRUCTURE AND PROVIDE NEW FITTINGS THROUGHOUT.
<br />20. PRESSURE TEST PIPING AT 200 PSIG FOR A MINIMUM OF TWO HOURS. IF LEAKS
<br />ARE FOUND THEN CONTRACTOR SHALL FIX LEAKS AND TEST AGAIN. CONTRACTOR
<br />SHALL ALSO PROVIDE ALLOWANCE IN BID FOR PRESSURE TESTING OF EXISTING
<br />PIPING SHOWN TO REMAIN AT 200 PSIG FOR A MINIMUM OF 2 HOURS. ALLOWANCE
<br />SHALL INCLUDE FIXING LEAKS AND RETESTING.
<br />21. FIRE PROTECTION CONTRACTOR SHALL PREPARE A SET OF INSTALLATION SHOP
<br />DRAWINGS BASED ON PIPE SIZES SHOWN COORDINATED WITH ALL THE ENGINEERING
<br />DISCIPLINES AND FIRE PROTECTION PIPING. THESE SHOP DRAWINGS SHALL BE
<br />SUBMITTED TO SSR ENGINEERS FOR APPROVAL PRIOR TO FABRICATION
<br />INSTALLATION OR SUBMITTAL TO BUILDING DEPARTMENT. ALSO, MATERIAL
<br />SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL
<br />PRIOR TO ANY INSTALLATION.
<br />22. CONTRACTOR SHALL PROVIDE PROVISIONS FOR FLUSHING SPRINKLER PIPING PER
<br />NFPA 13, 8.14.16. SHOW LOCATIONS OF FLUSHING CONNECTIONS ON SPRINKLER SHOP
<br />DRAWINGS.
<br />23. SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS IN ACCORDANCE
<br />WITH U.L. FIRE RESISTANCE INDEX FOR THROUGH PENETRATION FIRE STOP
<br />SYSTEMS. COORDINATE REQUIREMENTS WITH ARCHITECTURAL PLANS AND
<br />SPECIFICATIONS.
<br />24. ALL GROOVED AND SCREWED FITTING SHALL BE APPROVED BY AN ENGINEER WHO
<br />RESERVES THE RIGHT TO DISAPPROVE ANY FITTING. ALL FITTING TYPES SHALL BE
<br />FROM THE SAME MANUFACTURER.
<br />25. VISIT THE SITE TO CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING
<br />TO INSURE THE COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS.
<br />26. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY
<br />WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.
<br />27. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL CEILING DEVICES (LIGHTS,
<br />DIFFUSERS, ETC.) AND STRUCTURAL SYSTEM.
<br />28. INDICATE CENTER TO CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND
<br />NOMINAL PIPE DIAMETERS OF ALL PIPING ON SHOP DRAWINGS.
<br />29. INDICATE PIPE TYPE. SCHEDULE OF WALL THICKNESS AND METHOD OF JOINING ON
<br />SHOP DRAWING.
<br />30. PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE REQUIRED DESIGN
<br />CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM.
<br />31. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND
<br />BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS
<br />AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING.
<br />32. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS,
<br />OBTAIN ARCHITECT/ENGINEER'S DECISION BEFORE PROCEEDING WITH WORK OR BID
<br />INVOLVED. FAILURE TO FOLLOW THIS INSTRUCTION SHALL CONSTITUTE LIABILITY
<br />FOR DAMAGE TO OTHER WORK AND FOR REMOVING AND REPAIRING DEFECTIVE OR
<br />MISLOCATED WORK IN PROPER MANNER.
<br />33.
<br />34. ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4'
<br />AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL
<br />INTERSECTING STRUCTURAL SURFACE.
<br />35. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY.
<br />THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN.
<br />36. ALL PENETRATIONS OR OPENINGS FROM REMOVED
<br />PIPES THROUGH EXISTING BUILDING
<br />WALLS AND FLOORS SHALL BE SLEEVED AND/OR
<br />PATCHED TO MATCH ORIGINAL. SEE ARCHITECTURAL
<br />DRAWINGS FOR FINAL FINISHES.
<br />37. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
<br />TO EXISTING PIPING OR EQUIPMENT DUE TO NEW
<br />CONSTRUCTION AND HE SHALL RESTORE EXISTING
<br />WORK TO ITS ORIGINAL CONDITION AT NO COST TO THE
<br />OWNER.
<br />38. PROVIDE HANGERS ON ALL ARMOVERS OF 12' OR MORE IN LENGTH AND PER
<br />NFPA 13.
<br />39. WARRANTY/GUARANTEE
<br />A.THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY
<br />OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION
<br />FOR THE PERIOD OF ONE YEAR.
<br />B. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS, APPEARING
<br />DURING THE ABOVE MENTIONED PERIOD, MUST BE IMMEDIATELY REPAIRED BY
<br />THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE
<br />OWNER AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE
<br />DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE
<br />ORIGINAL DEFECT OR REPAIR THERETO.
<br />40. PROVIDE HEAD GUARDS ON ALL SPRINKLERS IN MECHANICAL ROOMS, ELECTRICAL
<br />ROOMS AND ALL ROOMS WITH EXPOSED CEILINGS.
<br />41. SPRINKLER HEADS SHALL BE A MINIMUM OF 12' FROM ANY DIFFUSER PER NFPA 13.
<br />42. PROVIDE SPRINKLERS ABOVE AND BELOW DUCTWORK, CONDUIT, PIPING, ETC. 48' IN
<br />WIDTH AND LARGER. THIS INCLUDES SYSTEMS LOCATED ADJACENT TO EACH
<br />OTHER WHICH THEIR COMBINED WIDTH IS 48' OR LARGER.
<br />43. PIPING SHALL NOT BE RUN OVER ANY ELECTRICAL AND PHONE PANELS OR
<br />EQUIPMENT.
<br />44. THEFIRE
<br />JOBOPROGRESSES. CONTRACTOR SHALL
<br />CHANGE SHALL BE MADEATOEDFIREP PROTECTION
<br />DESIGN ENGINEERING UNLESS IT HAS BEEN COORDINATED, DRAWN AND SUBMITTED
<br />FOR APPROVAL.
<br />45. FIRE PROTECTION SERVICES TO BE REMOVED SHALL BE CAPPED.
<br />46. CONTINUITY OF SERVICE: INTERRUPTIONS OF EXISTING SERVICES
<br />2. THE CONTRACTOR SHALL INCLUDE IN BID PRICE ALL PREMIUM TIME
<br />CHARGES FOR LABOR AND EQUIPMENT REQUIRED FOR ALL NIGHT AND
<br />WEEKEND OVERTIME WORK, AS NECESSARY. TO COMPLETE THE SCOPE
<br />OF THE CONTRACT.
<br />47. SSR IS CONTRACTED BY THE HOSPITAL/OWNER TO BE THE ENGINEER OF RECORD
<br />FOR THIS PROJECT. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS WHICH MATCH
<br />WHERE REQUIRED BY SITE CONDITIONS OR APPLICABLE CODES.
<br />48. CONTRACTOR SHALL PATCH WALLS, FLOORS, ROOFING AND CEILINGS TO MATCH
<br />EXISTING FINISHES FOR DEMOLITION AND INSTALLATION OF FIRE PROTECTION
<br />SYSTEMS. COORDINATE WITH ARCHITECTURAL DRAWINGS.
<br />49. CONTRACTOR SHALL PROVIDE ALLOWANCE IN BID FOR AN ADDITIONAL 5 CONCEALED
<br />HEADS WITH 10 FOOT 1' ARMOVER, I TEE AND 2 ELBOWS TO EACH HEAD. PROVIDE
<br />LINE ITEM COST PER HEAD WITH ASSOCIATED ARMOVER, FITTINGS AND HANGERS.
<br />INSTALL HEADS WHERE REQUIRED BY TEMPORARY WALLS, LOCAL AHJ,UNFORSEEN
<br />CONDITIONS, ETC.
<br />50. ALL EQUIPMENT AND PIPES IN MECHANICAL ROOMS SHALL BE LABELED. PIPE
<br />LABELS SHALL INCLUDE DIRECTION OF FLOW. PAINT ALL EXPOSED FIRE MAIN
<br />AND SPRINKLER PIPING RED.
<br />51. PROVIDE A MINIMUM OF 6 INCHES IN BETWEEN ALL PIPING AND FIRE RATED AND SMOKE
<br />TIGHT PARTITIONS FOR REQUIRED INSPECTIONS. ANY PIPING WITHIN THIS 6 INCHES SPACE
<br />SHALL BE REQUIRED TO BE MOVED AND REROUTED. ANY COST IMPACT TO OTHER
<br />TRADES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />52. ENGINEERING SERVICES TO BE REMOVED SHALL BE CAPPED AND PLUGGED.
<br />53. REFER TO DIVISION 15 SPECIFICATIONS FOR MORE INFORMATION.
<br />54. CONTRACTOR SHALL PROVIDE 24/7 FIRE WATCH FOR ALL AREAS OF THE HOSPITAL
<br />THAT HAVE THE FIRE PROTECTION SYSTEM SHUTDOWN FOR 4 HOURS OR MORE AS
<br />REQUIRED PER THE FLORIDA FIRE PREVENTION CODE 2007. COORDINATE
<br />REQUIREMENTS WITH OWNER.
<br />55. ALL MATERIAL SHALL BE DOMESTIC AND SHALL BE MANUFACTURED WITHIN THE UNITED
<br />STATES OF AMERICA.
<br />DRAWING INDEX
<br />SHEET
<br />NUMBER
<br />SHEET TITLE
<br />FPO.1
<br />FIRE PROTECTION SPECS, LEGENDS, SCHEDULES, AND DRAWING INDEX
<br />FP1.1
<br />FIRST FLOOR PLAN - DEMOLITION - FIRE PROTECTION
<br />FP2.1
<br />FIRST FLOOR PLAN - NEW CONSTRUCTION - FIRE PROTECTION
<br />FP5.1
<br />FIRE PROTECTION TYPICAL DETAILS
<br />E. MO
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<br />Smith
<br />Seckman
<br />Reid, Inc.
<br />600 West Hillsboro, Suite 300
<br />Deerfield Beach, FL 33441
<br />(954) 421-1260
<br />FAX: (954) 421-1466
<br />www.ssr-inc.com
<br />Firm Certification - EB-0000867
<br />Dennis Davie PE - 58588
<br />John E. Moulder PE- 33200
<br />SSR JOB # 1137001.0
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<br />Project No. 11006.00
<br />FP0A
<br />02011 BHIPS Architects, Inc.
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