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<br />210100 - AUTOMATIC SPRINKLERS SYSTEMS SYMBOL DESCRIPTION THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY AHCA FOR 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 o(H OR OM - CONTROL VALVE w/TAMPER SWITCH TLC, AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004. 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 D4 - U/G GATE VALVE ENTIRE BUILDING (EXCEPT AS NOTED): 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE
<br />OPERATING FIRE PROTECTION SYSTEM. - FIRE VALVE CABINET OCCUPANCY CLASSIFICATION: LIGHT HAZARD ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY
<br />SYSTEM TYPE: WET PIPE INSTALLATION.
<br />1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, - NEW SPRINKLER PIPING DESIGN DENSITY: .10 GPM/SQ. FT.
<br />FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND HYDRAULIC REMOTE AREA: 1,500 SQ. FT. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO
<br />ALL LOCAL CODES HAVING JURISDICTION. SPRINKLER ORIFICE SIZE: 11211 PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION
<br />-------- -EXISTING SPRINKLER PIPING DURATION OF SUPPLY: 30 MIN. WITH OTHER TRADES.
<br />1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE - DEMOLISHED SPRINKLER PIPING MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SO. FT.
<br />DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. -------- HOSE STREAM ALLOWANCE: 100 GPM 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO
<br />21/2" ALLOW THE OWNER MAXIMUM USE OF THE SPACE.
<br />1.4 UUFM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE - PIPE SIZE UNLESS OTHERWISE NOTED ALL STORAGE SHELLSPACES MECHANICAL AND ELECTRICAL ROOMS:
<br />APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS.
<br />PROTECTION SERVICE. 21/2" OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I
<br />SYSTEM TYPE: WET PIPE 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND
<br />1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA 3-0 - PIPE SIZE AND LENGTH DESIGN DENSITY: .15 GPM/SQ. FT. CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE
<br />CERTIFIED FIRE PROTECTION CONTRACTOR. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. LISTING OF THE SPRINKLER.
<br />.-. - CONTROL VALVE W/ TAMPER SWITCH SPRINKLER ORIFICE SIZE: 1/2"
<br />1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. DURATION OF SUPPLY: 60-90 MIN. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE, PROVIDE ARMOVER OR SWING JOINT AS
<br />MAXIMUM COVERAGEISPRINKLER HEAD: 130 SQ. FT. REQUIRED.
<br />1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE _;0_1 C04 - 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN HOSE STREAM ALLOWANCE: 250 GPM
<br />EXECUTION OF THIS WORK. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE
<br />DESIGN CRITERIA: INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF
<br />1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST SOLID
<br />INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT - HYDRAULIC REMOTE AREA SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE
<br />ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY THE DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. PROOFING.
<br />MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION
<br />2. FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) 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 - -KEYNOTE Q WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF
<br />MATERIAL. HYDRAULIC REFERENCE NODE THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES.
<br />® -
<br />1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES.
<br />INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, Q - REVISION REFERENCE FIRE SPRINKLER:
<br />HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER 0 THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 23, OF NFPA 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN
<br />INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF e - CONNECT TO 13 - 2016 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM.
<br />THE MOST HYDRAULICALLY -REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS
<br />REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH - DEMO TO AND MATERIAL DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY 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 HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. 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 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 ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND
<br />APPLICATION, SELECTION OF HYDRAULICALLY -REMOTE AREAS, AND MAXIMUM COVERAGE PER WATER SUPPLY DATA: OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS.
<br />SPRINKLER.
<br />THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE 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 REQUIRED FOR HYDRAULIC CALCULATIONS. 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 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 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 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. MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12".
<br />2.2 PIPE: 21NCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO
<br />40, ASTM A-53. 2-1/2 INCH AND LARGER PIPE MAY BE BLACK STEEL, SCHEDULE 10, ASTM A-135. ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY
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<br />.,..._..
<br />CIRCUMSTANCES. ANY PIPING RUN OV R ELE TRICAL SHALL BE REROUTED AT NO ADDITIONAL
<br />. COST. . ,2.3 FITTINGS: SCHEDULE 40 BLACK STEELPIPE SHALL BE JOINED BY COUPLINGS, GS :_
<br />A
<br />r YLATHREADED OR WELDED FITTINGS SCHEDULE 10 BCK STEELEL PIPE SHALL B JOINED B-:: < .:;•. , .... S , :.z. :.,+.. .... a.-. >.:: :. .... :: ,. ... ,.:- , r ._. ,....,E w .,. n ,. , ..: ,. ....: ,.:- .,
<br />ROLLED GROOVE COUPLINGS O WELDED FITTINGS ONLY. WELDED BRANCH CONNECTIONSS .... ._ .___ _ 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200 F SPRINKLER
<br />S
<br />x „ WHICH ARE AT LEASTSMALLER
<br />ICH 2 NOMINAL PIPE 1
<br />S ZES THAN THE MAIN ARE PER NFPA 13.
<br />THREADED FITTINGS ARE
<br />ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER. THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH a. , THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE 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. NFPA 13-2016, FLORIDA ADMINISTRATIVE CODE 61 G15-32, AND THE STATE OF FLORIDA AGENCY PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. INSULATED AND PROVIDED WITH AN ALUMINUM JACKET.
<br />F
<br />2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES FOYALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: b. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING 20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS DURING
<br />FOR SUSPENDED CEILING APPLICATIONS. 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2013 EDITION; THE CONSTRUCTION.
<br />AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED 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 HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
<br />F ,
<br />ON ALL HEADS LESS THAN 7'-0" ABOVE FINISHED FLOOR. ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA j • " � ��. � � 4„�� � � m,�h ,liar;{, , r.. �"'�` ��s �`�t„- {t,;;x � r,+�' .�
<br />ADMINISTRATIVE CODE 61G15-32.003 AND-32.004. c. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE,
<br />2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE LOCATED ON THE CONTRACT DOCUMENTS.
<br />SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED. 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND
<br />OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED d. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM 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 USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS
<br />ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. CODE 61G15-32.003 (8) AND AS OUTLINED IN NFPA 13 - 23.1 AS PRELIMINARY PLANS TO PROVIDE DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE 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 ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. 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 CONCEPT, THE PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION 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 INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. e. SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. 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 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 3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61 G15-32.004 (4), INSOFAR AS f. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM 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 ADDITIONAL INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING.
<br />SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE TLC IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH DOCUMENTS (WORKING PLANS).
<br />QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A APPLICABLE CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. TEMPORARY FIRE PROTECTION:
<br />CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL g. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE 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 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- THE ALARM CIRCUIT. ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR
<br />DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE CONTRACTOR AS FOLLOWS: ALL PHASES.
<br />SYSTEM. A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE FIRE h. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF
<br />PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY
<br />3.00 - FIRE PROTECTION VALVES AND ACCESSORIES WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER
<br />61G15-32.002 AND NFPA 13 CHAPTER 23 FOR TLC REVIEW. TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC.
<br />3.1 QUICK -RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH `v
<br />a ..
<br />a
<br />_ S OR ACLU CY GN IN NT AND OM LIAN E PREVENTION DEVICES SHALL MEET
<br />UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH B. TLC WILL REVIEW THE SHOP DRAWING F RA , DESI TE C P C r. ALL METERING AND BACK FLOW EVENTIO DE C S S L M E WITH ALL WATER
<br />-
<br />CENTRAL GB
<br />-QR OR VIKING MICROFAST .MODEL M. WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61G15 AND NFPA 13. PURVEYORS REQUIREMENTS.
<br />SHEET DESCRIPTION ISSUED
<br />.2 QUICK RESPONSE SEMI -RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE j. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE FP001 GENERAL FIRE PROTECTION INFORMATION Yes
<br />WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH CHROME- DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION Yes
<br />PLATED FINISH - RELIABLE G5-56 OR VIKING MICROFAST MODEL M WITH MODEL F-1 PROTECTION SUBCONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL LISTED AND FM APPROVED.
<br />ESCUTCHEON. 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 - D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE
<br />RELIABLE G5-56 OR VIKING MICROFAST MODEL M. 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 />" "FM'
<br />:
<br />TING MANUFACTURER RAAND UL ANDCAST INTO THE BODY. VALVE SHALL HAVE
<br />BRONZE O CAST ON DISC NEOPRENE DISC L NER CAST IRON HANDWHEE WITH DISC ._ _..,
<br />. -..
<br />POSITION INDICATOR, INTEGRAL TAMPER SWITCH, 17 PSIG CWPWORKING PRESSURE,350 P" PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR SYMBOL ORIFICE TEMP RESPONSE K-FACTOR FINISH MODEL STYLE PLATE MFG
<br />EQUAL.
<br />• 1/2" 1550 F QUICK 5.6 WHITE GB-56 CONCEALED WHITE RELIABLE
<br />3.6 ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER OO 3/4" 1650 F QUICK 11.2 BRASS G4 XLO QREC CONCEALED EXT COVERAGE WHITE RELIABLE
<br />SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED c 1/2" 155* F -- - - EXISTING PENDENT - EXISTING
<br />TAMPER -PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ,-, 1/2" 155° F -- -- -- EXISTING UPRIGHT - 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 />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. MC001886 * IB26000956
<br />5620 * LCC000210 * GB238
<br />TLCENGINEERING
<br />SOLUTION
<br />Wopyright 2019
<br />255 S. Orange Avenue
<br />Suite 1600 COA 15
<br />Orlando, FL 32801 www.fle-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 />Q.'• No 71576
<br />0: STATE OF
<br />�� S ••....ot-leeli_A
<br />i
<br />s;orvAll
<br />REVISIONS
<br />NO. DESCRIPTION DATE
<br />2 1 ADDENDUM No.1 07.12.21
<br />DATE ISSUED: 12/11/2019
<br />REVIEWED BY: AU
<br />DRAWN BY: JLL
<br />DESIGNED BY: JLL
<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 />1 [allfli
<br />PROJECT STATUS:
<br />CONSTRUCTION
<br />DOCUMENTS
<br />Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the
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