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1 -1
<br />".,,. _ _ _ I ___ __ _ ___ _ _ _ __ _ __ _ _ _ _ _ _ _ __ _
<br />1 1 2 1 3 I 4 1 5
<br />X
<br />C
<br />2.
<br />A
<br />2
<br />a.
<br />PE IFICATI S
<br />FIRE PROTECTION LEGENDGENERAL
<br />FIRECRITERIA
<br />S
<br />NOTES
<br />210100 -AUTOMATIC SPRINKLERS SYSTEMS
<br />SYMBOL
<br />DESCRIPTION
<br />THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY AHCA FOR
<br />1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES.
<br />STAGE III CONSTRUCTION DOCUMENTS, THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY
<br />100- GENERAL PROVISIONS
<br />0(9 OR Q(K
<br />- CONTROL VALVE w/TAMPER SWITCH
<br />TLC, AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004.
<br />2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER.
<br />1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY
<br />D4
<br />- U/G GATE VALVE
<br />ENTIRE BUILDING (EXCEPT AS NOTED)
<br />3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE
<br />OPERATING FIRE PROTECTION SYSTEM.
<br />a
<br />- FIRE VALVE CABINET
<br />OCCUPANCY CLASSIFICATION: LIGHT HAZARD
<br />ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY
<br />SYSTEM TYPE: WET PIPE
<br />INSTALLATION.
<br />1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION,
<br />- NEW SPRINKLER PIPING
<br />DESIGN DENSITY: .10 GPM/SQ. FT.
<br />FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND
<br />HYDRAULIC REMOTE AREA: 1,500 SQ. FT.
<br />4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO
<br />ALL LOCAL CODES HAVING JURISDICTION.
<br />________
<br />- EXISTING SPRINKLER PIPING
<br />SPRINKLER ORIFICE SIZE: 1/2"
<br />PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION
<br />DURATION OF SUPPLY: 30 MIN.
<br />WITH OTHER TRADES.
<br />1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE
<br />MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT.
<br />DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION.
<br />----- --
<br />DEMOLISHED SPRINKLER PIPING
<br />HOSE STREAM ALLOWANCE: 100 GPM
<br />5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO
<br />21/2"
<br />ALLOW THE OWNER MAXIMUM USE OF THE SPACE.
<br />1.4 UUFM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE
<br />-PIPE SIZE
<br />UNLESS OTHERWISE NOTED ALL STORAGE, SHELLSPACES. MECHANICAL AND ELEGIR&AL ROOMS:
<br />APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE
<br />6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS.
<br />PROTECTION SERVICE.
<br />21/2"
<br />OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I
<br />1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA
<br />3-0
<br />- PIPE SIZE AND LENGTH
<br />SYSTEM TYPE: WET PIPE
<br />DESIGN DENSITY: .15 GPM/SQ. FT.
<br />7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND
<br />CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE
<br />CERTIFIED FIRE PROTECTION CONTRACTOR.
<br />HYDRAULIC REMOTE AREA: 1,500 SQ. FT.
<br />LISTING OF THE SPRINKLER.
<br />1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER.
<br />-�
<br />- CONTROL VALVE W/ TAMPER SWITCH
<br />SPRINKLER ORIFICE SIZE: 1/2"
<br />DURATION OF SUPPLY: 60-90 MIN.
<br />8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS
<br />MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT.
<br />REQUIRED.
<br />1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE
<br />1404 allm
<br />- 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN
<br />HOSE STREAM ALLOWANCE: 250 GPM
<br />EXECUTION OF THIS WORK.
<br />9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE
<br />DESIGN CRITERIA:
<br />INSTALLED WITH DEFLECTOR V BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF
<br />1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR
<br />INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT
<br />- HYDRAULIC REMOTE AREA
<br />THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR
<br />DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY- FIRE PROOFING THAT MAKES THE JOIST SOLID
<br />SHALL BE TREATED LIKE A BEAM WITH THE SPRINKKLL ERS 1" BELOW THE BOTTOM OF THE FIRE
<br />ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY
<br />THE DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT.
<br />PROOFING.
<br />--�
<br />MANNER TO PREVENT DELAYS IN THE CONSTRUCTION.
<br />1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION
<br />-KEYNOTE
<br />2. FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017)
<br />10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS
<br />1.9 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR
<br />WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF
<br />MATERIAL.
<br />®
<br />- HYDRAULIC REFERENCE NODE
<br />THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES.
<br />1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL
<br />FIRE SPRINKLER:
<br />11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES.
<br />INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS,
<br />Q
<br />- REVISION REFERENCE
<br />HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER
<br />THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 23, OF NFPA
<br />12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN
<br />INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF
<br />- CONNECT TO
<br />13 - 2013 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS.
<br />CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM.
<br />THE MOST HYDRAULICALLY -REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC
<br />CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS
<br />REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH
<br />- DEMO TO
<br />AND MATERIAL DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY
<br />13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND
<br />TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT
<br />HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION.
<br />SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS
<br />ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND, DEMONSTRATE
<br />ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN
<br />COMPLIANCE WITH THE REQUIREMENTS OF NFPA-13 REGARDING DENSITY, AREA OF
<br />ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND
<br />APPLICATION, SELECTION OF HYDRAULICALLY -REMOTE AREAS, AND MAXIMUM COVERAGE PER
<br />WATER SUPPLY DATA
<br />OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS.
<br />SPRINKLER.
<br />THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE
<br />14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF
<br />1.11 COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL
<br />REQUIRED FOR HYDRAULIC CALCULATIONS.
<br />EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE.
<br />PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE.
<br />15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR
<br />2.00 - BASIC MATERIALS AND METHODS
<br />ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE FLOOR.
<br />2.1 GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED
<br />16. IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT
<br />FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING
<br />PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A
<br />MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER.
<br />MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12".
<br />2.2 PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE
<br />NOTE: SOME SYMBOLS
<br />SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT
<br />17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO
<br />40, ASTM A-53. 2-1/2 INCH AND LARGER PIPE MAYBE BLACK STEEL, SCHEDULE 10, ASTM A-135.
<br />ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY
<br />MNERALFIRE PROTECT" I�IGTE ��R
<br />FLORIDA ADM�IINI TRATI'�E BODE
<br />2.3 FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY MECHANICAL COUPLINGS,
<br />IR T ELECTRICAL HALL BE REROUTED AT N ADDITIONAL
<br />C CUMS ANCES. ANY PIPING RUN OVER EL CT S O O
<br />COST.
<br />THREADED OR WELDED FITTINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY
<br />ROLLED GROOVE COUPLINGS OR WELDED FITTINGS ONLY. WELDED BRANCH CONNECTIONS
<br />WHICH ARE AT LEAST 2 NOMINAL PIPE SIZES SMALLER THAN THE MAINS ARE PERMITTED.
<br />,�
<br />FLORIDA HEALTHCARE PRO�IECT`S STAGE III
<br />CHAPTER 1" 5-3 NOTES
<br />°
<br />18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200 F SPRINKLERS
<br />■
<br />PER NFPA 13.
<br />THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER.
<br />THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH
<br />a. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE
<br />19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE
<br />2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13.
<br />NFPA 13-2010, FLORIDA ADMINISTRATIVE CODE 61G15-32, AND THE STATE OF FLORIDA AGENCY
<br />PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN.
<br />INSULATED AND PROVIDED WITH AN ALUMINUM JACKET.
<br />FOR HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS:
<br />2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES
<br />b. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING
<br />20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS DURING
<br />FOR SUSPENDED CEILING APPLICATIONS.
<br />1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY
<br />OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2013 EDITION; THE
<br />CONSTRUCTION.
<br />AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED
<br />FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 6TH EDITION AND ALL
<br />2.6 SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND
<br />HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND
<br />LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
<br />ON ALL HEADS LESS THAN T-0" ABOVE FINISHED FLOOR.
<br />ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA
<br />ADMINISTRATIVE CODE 61G15-32.003 AND-32.004.
<br />c, AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE
<br />LRpRMIILE,"C',RONTITICN
<br />COMIERATItN
<br />2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE
<br />LOCATED ON THE CONTRACT DOCUMENTS.
<br />SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED.
<br />2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND
<br />OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED
<br />d. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM
<br />THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION
<br />2.8 ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NOW
<br />USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE
<br />LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT
<br />AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS
<br />ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
<br />CODE 61G15-32.003 (8) AND AS OUTLINED IN NFPA 13 - 23.1 AS PRELIMINARY PLANS TO PROVIDE
<br />DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE
<br />INSTALLED, CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE
<br />A CLEAR REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN
<br />ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING.
<br />EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE
<br />2.9 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE
<br />CONCEPT, THE PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION
<br />SPRINKLER PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF
<br />HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF
<br />INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING.
<br />e. SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING.
<br />CONNECTING THE NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72
<br />THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST
<br />HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE
<br />PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE
<br />3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.004 (4), INSOFAR AS
<br />f. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM
<br />OWNER PRIOR TO SHUT DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO
<br />INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING
<br />ADDITIONAL INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED,
<br />HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
<br />IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING.
<br />SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE
<br />TLC IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH
<br />DOCUMENTS (WORKING PLANS),
<br />QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A
<br />APPLICABLE CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES.
<br />TEMPORARY FIRE PROTECTION:
<br />CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL
<br />g. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE
<br />PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION
<br />SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE
<br />4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB-
<br />THE ALARM CIRCUIT.
<br />ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR
<br />DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE
<br />CONTRACTOR AS FOLLOWS:
<br />ALL PHASES.
<br />SYSTEM.
<br />A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE FIRE
<br />h. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF
<br />PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR
<br />MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY
<br />3.00 - FIRE PROTECTION VALVES AND ACCESSORIES
<br />WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE
<br />THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER
<br />61G15-32.002 AND NFPA 13 CHAPTER 23 FOR TLC REVIEW.
<br />TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC.
<br />T. T
<br />,� .
<br />FIRE PR 1 E 1 M N DIIN NO
<br />3.1 QUICK -RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH
<br />UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH -
<br />B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE
<br />1. ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER
<br />CENTRAL GB-QR OR VIKING MICROFAST MODEL M.
<br />WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G15 AND NFPA 13.
<br />PURVEYORS REQUIREMENTS.
<br />SHEET
<br />DESCRIPTION
<br />ISSUED
<br />3.2 QUICK RESPONSE SEMI -RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED
<br />C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE
<br />j. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE
<br />FP103
<br />NEW CONSTRUCTION PLAN - FIRE PROTECTION
<br />Yes
<br />WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH CHROME-
<br />DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE
<br />PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L.
<br />FP001
<br />GENERAL FIRE PROTECTION INFORMATION
<br />Yes
<br />PLATED FINISH - RELIABLE G5-56 OR VIKING MICROFAST MODEL M WITH MODEL F-1
<br />PROTECTION SUBCONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL
<br />LISTED AND FM APPROVED.
<br />ESCUTCHEON.
<br />ENGINEERING FEES REQUIRED TO REVISE THE ENGINEERING DOCUMENTS AND FOR
<br />RESUBMISSION TO AHCA AND OTHER AHJ'S.
<br />3.3 QUICK -RESPONSE CONCEALED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED
<br />WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH WHITE FINISH -
<br />D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE
<br />RELIABLE G5-56 OR VIKING MICROFAST MODEL M.
<br />PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS.
<br />3.4 SPRINKLER CAGE GUARD: PROVIDE SPRINKLER HEAD OPEN -WIRE CAGE GUARD TO PROTECT
<br />HEADS FROM INJURY. CAGE WIRE SHALL BE CADMIUM -PLATED STEEL - TYCO SPRINKLER
<br />GUARD A-1 OR VIKING MODEL A-1 SPRINKLER GUARD.
<br />3.5 BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND
<br />LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE
<br />FIREPRINILR LEGEND
<br />RATING, MANUFACTURER AND "UL" AND "FM" CAST INTO THE BODY. VALVE SHALL HAVE
<br />BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC
<br />POSITION INDICATOR, INTEGRAL TAMPER SWITCH 175 PSIG CWP WORKING PRESSURE 350
<br />PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR
<br />,SYMBOL
<br />ORIFICE
<br />TEMP
<br />RESPONSE
<br />K-FACTOR
<br />FINISH
<br />MODEL
<br />STYLE
<br />PLATE
<br />MFG
<br />EQUAL.
<br />•
<br />1/2"
<br />155° F
<br />QUICK
<br />5.6
<br />WHITE
<br />GB-56
<br />CONCEALED
<br />WHITE
<br />RELIABLE
<br />3.6 ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER
<br />0
<br />3/4"
<br />165' F
<br />QUICK
<br />11.2
<br />BRASS
<br />G4 XLO QREC
<br />CONCEALED EXT COVERAGE
<br />WHITE
<br />RELIABLE
<br />SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED
<br />C)
<br />1/2"
<br />155° F
<br />--
<br />-
<br />--
<br />EXISTING
<br />PENDENT
<br />--
<br />EXISTING
<br />TAMPER -PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN
<br />F;
<br />1/2"
<br />155° F
<br />-
<br />--
<br />--
<br />EXISTING
<br />UPRIGHT
<br />--
<br />EXISTING
<br />ADJUSTED. PROVIDE UNIT WITH SINGLE -POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING
<br />BRACKET, AND NON-RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035.
<br />3.7 FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW
<br />SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0
<br />TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE
<br />POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A
<br />TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE
<br />AUTOMATICALLY RESETTING. PROVIDE CLAMP -ON HOUSING TO SECURE UNIT TO PIPE, OR
<br />THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S.
<br />3.8 INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT
<br />GLASS, INTEGRAL 1/2 INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF,
<br />TEST AND DRAIN OPERATIONS - G/J INNOVATIONS, INC "SURE -TEST" OR AGF MANUFACTURING,
<br />INC. "TESTDRAIN".
<br />RS&H
<br />301 E. Pine Street, Suite 350
<br />Orlando, Florida 32801
<br />407-893-5800 Fax 407-264-6624
<br />www.rsandh.com
<br />FL Cert. Nos. AAC001886 " IB26000956
<br />5620 * LCC000210 " GB238
<br />TLC ENGINEERING
<br />,, SOLUTIONS
<br />®Copyright 2019
<br />256 S. Orange Avenue
<br />Suite 1600 COA 15
<br />Orlando, FL 32801 WNW.0 engineers.com
<br />P 407.841.9050 TLC No.:119469
<br />THINK. LISTEN. CREATE.
<br />PROJECT TITLE:
<br />AdventHealth - ZEPHYRHILLS
<br />OPERATING ROOMS BUILT OUT
<br />PROJECT ADDRESS:
<br />7050 GALL BLVD,
<br />ZEPHYRHILLS, FL, 33541
<br />Aaron Lee Johnson, P.E.
<br />Florida License #71576
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<br />REVISIONS
<br />NO. DESCRIPTION DATE
<br />DATE ISSUED: 12/11/2019
<br />REVIEWED BY: ALJ
<br />DRAWN BY: JLL
<br />DESIGNED BY: AL
<br />PROJECT NUMBER:
<br />504-0253-000
<br />0 2019 RS&H, INC.
<br />SHEET TITLE:
<br />GENERAL FIRE
<br />PROTECTION
<br />INFORMATION
<br />SHEET ID:
<br />BLDG. ID
<br />FP001
<br />PROJECT STATUS:
<br />CONSTRUCTION
<br />DOCUMENTS
<br />Copyright O 20% This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the
<br />expressed written consent of this corporation is prohibited. All rights reserved.
<br />3" SCALE 0 3" 6" 1'
<br />1 1/2" SCALE 0 6" 1' 2'
<br />3/8" SCALE 3' 0 18" 3' 6'
<br />1/4" SCALE 4' 0 2' 4' 8'
<br />1 /8" SCALE 8' 0 4' 8' 16'
<br />
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