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<br />CONCRETE FASTENER
<br />(U.L. LISTED OR F.M. APPROVED)
<br />BRANCH LINE
<br />ALL THREAD ROD
<br />V NIPPLE
<br />1" 900 ELL - 1" 900 ELL
<br />1"DROP
<br />REDUCER
<br />CEILING
<br />PIPE HANGER RING
<br />(U.L. LISTED OR F.M. APPROVED)
<br />SPRINKLER HEAD
<br />SWING JOINT
<br />qR
<br />HANGER -CONCRETE
<br />No Scale
<br />No Scale
<br />System No. W-L-1001
<br />(Formerly System No. 147)
<br />F Rating-1, 2, 3 and 4 Hr (See Items 2 and 3)
<br />TOP BEAM CLAMP
<br />T Ratings--0, 1, 2, 3, and 4 Hr (See Items 2 and 3)
<br />(UL LISTED OR FM APPROVED)
<br />L Rating at t--less than 1 CFM/sq ft
<br />L Rating At 400 F--le _q khan 1 CFM/sq ft
<br />1A
<br />ALL THREAD ROD
<br />LZI
<br />O
<br />PIPE HANGER RING
<br />(UL LISTED OR FM APPROVED)
<br />QAA
<br />2
<br />1B
<br />SECTION A -A
<br />1. Wall Assembly --The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud
<br />wall assembly shall be constructed of the materials and in the manner
<br />described in the individual U300 or U400 Series Wall or Partition Designs
<br />in the UL Fire Resistance Directory and shall include the following
<br />construction features:
<br />HANGER - STEEL
<br />A. Studs --Wall framing may consist of either wood studs (max 2 h fire
<br />No Scale
<br />rated assemblies) or steel channel studs. Wood studs to consist of
<br />nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber
<br />end plates and cross braces. Steel studs to be min 3-5/8 in. wide by
<br />1-3/8 in. deep channels spaced max 24 in. OC.
<br />B. Wallboard, Gypsum *--Nom 1/2 or 5/8 in. thick, 4 ft. wide with
<br />square or tapered edges. The gypsum wallboard type, thickness,
<br />number of layers, fastener type and sheet orientation shall be as
<br />specified in the individual U300or U400 Series Design in the UL Fire
<br />Resistance Directory. Max diam of opening is 13-1/2 in.
<br />2. Pipe or Conduit--Nom 12 in. diam (or smaller) Schedule 10 (or heavier)
<br />steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast
<br />iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile
<br />iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in.
<br />diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or
<br />smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or
<br />smaller) flexible steel conduit. When copper pipe is used, max F Rating
<br />1"90• ELL 1"900 ELL
<br />of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than
<br />nom 4 in. diam may only be used in .calls constructed using steel
<br />channel studs. A max of one pipe or conduit is permitted in the
<br />firestop system. Pipe or conduit to be installed near center of stud
<br />cavity width and to be rigidly supported on both sides of wall
<br />assembly.
<br />3. Fill, Void or Cavity Material*--Caulk--Caulk fill material installed to
<br />completely fill annular space between pipe or conduit and gypsum
<br />wallboard and with a min 1/4 in. diam bead of caulk applied to perimeterBRANCH
<br />LINE
<br />of pipe or conduit at its egress from the wall. Caulk installed symmetrically
<br />1x1l2 REDUCER
<br />on both sides of wall assembly. The hourly F Rating of the firestop system
<br />is dependent upon the hourly fire rating of the wall assembly in which it
<br />1" DROP
<br />is installed, as shown in the following table. The hourly T Rating of the
<br />i
<br />CEILING
<br />firestop system is dependent upon the type or size of the pipe or conduit
<br />and the hourly fire rating of the wall assembly in which it is installed, as
<br />tabulated below:
<br />Max pipe Annular F T
<br />or Conduit Space Rating Rating
<br />Diam In. In. Hr. Hr.
<br />1 3 to 3/16 1 or 2 0+, 1 or 2
<br />1 1/4to112 3or4 3or4
<br />4 0 to 1-112 1 or 2 0
<br />SPRINKLER HEAD
<br />6 1 /4 to 1/2 3 or 4 0
<br />12 3/16 to 3/8 1 or 2 0
<br />+When copper is used, T Rating is Oh.
<br />Minnesota Mining & Mfg. Co. --Types FB-2000, FB-2000+.
<br />*Bearing the UL Classification Marking
<br />WALL - DRYWALL - PIPE-1/2/3/4 HR
<br />5
<br />RETURN BEND
<br />3
<br />System No. W-L-1001
<br />-No Scale
<br />3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11
<br />SYMBOL
<br />DESCRIPTION
<br />1.
<br />FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES.
<br />oE OR oa
<br />- CONTROL VALVE w/TAMPER SWITCH
<br />2.
<br />FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER.
<br />- U/G GATE VALVE
<br />3.
<br />SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE
<br />n
<br />- FIRE VALVE CABINET
<br />ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY
<br />INSTALLATION.
<br />- NEW SPRINKLER PIPING
<br />4.
<br />PIPE ROUTING SHOWN; IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS
<br />CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER
<br />-
<br />- EXISTING SPRINKLER PIPING
<br />INSTALLATION AND COORDINATION WITH OTHER TRADES.
<br />--------
<br />- DEMOLISHED SPRINKLER PIPING
<br />5.
<br />PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE
<br />TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE.
<br />2112"
<br />- PIPE SIZE
<br />6.
<br />REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND
<br />HEIGHTS.
<br />2112"
<br />- PIPE SIZE AND LENGTH
<br />7.
<br />SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING
<br />3-0
<br />FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE
<br />WITH NFPA 13 AND THE LISTING OF THE SPRINKLER.
<br />-CONTROL VALVE W/ TAMPER SWITCH
<br />8.
<br />SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING
<br />JOINT AS REQUIRED.
<br />-0-4
<br />- 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN
<br />9.
<br />SPRINKLERS IN ARIE-A0 WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL
<br />BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22"
<br />BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT
<br />- HYDRAULIC REMOTE AREA
<br />MAKES THE JOIST SO' ID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW
<br />THE BOTTOM OF THE I IRE PROOFING.
<br />10.
<br />SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND
<br />�-
<br />-KEYNOTE
<br />FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR
<br />EXCEED THE RATING 'DF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS
<br />®
<br />- HYDRAULIC REFERENCE NODE
<br />FOR FINAL FINISHES,
<br />11.
<br />PROVIDE ACCESS PAiNIELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES.
<br />A#
<br />- REVISION REFERENCE
<br />e
<br />CONNECT TO
<br />12.
<br />PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED
<br />DESIGN CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM.
<br />-
<br />Q
<br />- DEMO TO
<br />13.
<br />PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE
<br />AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS
<br />UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE
<br />PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND
<br />NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT
<br />AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS.
<br />-,
<br />A�' F�O��
<br />14.
<br />PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING
<br />OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE.
<br />..........
<br />15.
<br />PROVIDE SPRINKLER ;UARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS,
<br />ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7-0" ABOVE THE
<br />FLOOR.
<br />a)
<br />THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE
<br />16.
<br />IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND
<br />PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN.
<br />9.2.3.5.2 THAT PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE
<br />b)
<br />THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING
<br />PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND
<br />OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION; THE
<br />ALL ARM-OVERS OVEF, 12".
<br />FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2014 EDITION AND ALL
<br />17.
<br />COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.)
<br />LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
<br />PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS
<br />c)
<br />AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA
<br />UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT
<br />NOTE LOCATED ON THE CONTRACT DOCUMENTS.
<br />NO ADDITIONAL COST.
<br />d)
<br />THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM
<br />18.
<br />SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200°F
<br />LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT
<br />SPRINKLERS PER NFPA 13.
<br />DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE
<br />ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING.
<br />19.
<br />WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE
<br />INSULATED AND PROVIDED WITH AN ALUMINUM JACKET.
<br />e)
<br />SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING.
<br />20.
<br />PROVIDE A TEMPORA.I -Y STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS
<br />f)
<br />THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM
<br />DURING CONSTRUCTION.
<br />HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
<br />DOCUMENTS (WORKING PLANS).------------------------------------
<br />g)
<br />ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE
<br />THE ALARM CIRCUIT.
<br />-
<br />h)
<br />THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF
<br />THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BYACHA FOR
<br />MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY
<br />STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC,
<br />THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER
<br />AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61 G15-32.003 AND-32.004.
<br />TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC.
<br />ENTIRE BUILDING (EXCEPT AS NOTED):
<br />i)
<br />ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER
<br />OCCUPANCY CLASSIFICATION: LIGHT HAZARD
<br />PURVEYORS REQUIREMENTS.
<br />SYSTEM TYPE: WET PIPE
<br />DESIGN DENSITY: .10 GPM/SQ. FT.
<br />j)
<br />ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE
<br />HYDRAULIC REMOTE AREA: 1,500 SQ. FT.
<br />PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L.
<br />SPRINKLER ORIFICE SIZE: 1/2"
<br />LISTED AND FM APPROVED.
<br />DURATION OF SUPPLY: 30 MIN.
<br />MAXIMUM COVERAGE/SPRINKLER HEAD. 225 SQ. FT.
<br />............. - ..,:
<br />�t ��R������
<br />HOSE STREAM ALLr�WANCE• 100 GPM
<br />UNLESS OTHERWISE NOTED ALL STORAGE MECHANICAL AND ELECTRICAL ROOMS:
<br />. .......
<br />.............
<br />....... - ---------------------
<br />--------------
<br />OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I
<br />SYSTEM TYPE: WET PIPE
<br />DESIGN DENSITY:
<br />THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE_ WITH NFPA
<br />HYDRAULIC REMOTE AREA: 1,500 SQ. FT.
<br />SPRINKLER ORIFI(`E SIZE: 1/2"
<br />13-2010, FLORIDA ADMINISTRATIVE CODE 61G15-32, AND THE STATE OF FLORIDA AGENCY FOR
<br />DURATION OF SUPPLY: 60-90 MIN.
<br />HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS:
<br />MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT.
<br />1.
<br />THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY AHCA
<br />HOSE STREAM ALLOWANCE: 250 GPM
<br />FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED HYDRAULIC
<br />CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND ARE THE COMPLETE
<br />DESIGN CRITERIA:
<br />ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND -,
<br />32.004.
<br />DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. THE
<br />FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE. CIITY OF .E.EPHYRHILLS
<br />2.
<br />SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER
<br />1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2010 EDITION PUN EXAMINER o.
<br />AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED USE AND
<br />2. NFPA 14, INSTALLATIONS OF STANDPIPES AND HOSE SYSTEMS, 2010 EDITION
<br />PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE CODE 61G15-
<br />3. NFPA 20, INSTALLATION OF CENTRIFUGAL FIRE PUMPS, 2010 EDITION
<br />32.003 (8) AND AS OUTLINED IN NFPA 13 - 22.1 AS PRELIMINARY PLANS TO PROVIDE A CLEAR
<br />4. NFPA 24, PRIVATE FIRESERVICE MAINS AND THEIR APPURTENANCES, 2010 EDITION
<br />REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN CONCEPT, THE
<br />5. FLORIDA FIRE PREVENTION CODE, 2014 EDITION
<br />PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION INFORMATION
<br />PERTINENT TO THE SYSTEM LAYOUT AND DETAILING.
<br />FIRE SPRINKLER:
<br />3.
<br />IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61 G15-32.004 (4), INSOFAR AS ADDITIONAL
<br />THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 22, OF NFPA 13 -
<br />INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, TLC IS
<br />2010 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'S
<br />RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
<br />SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL
<br />CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES.
<br />DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING
<br />JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION.
<br />4.
<br />SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB-
<br />CONTRACTOR AS FOLLOWS:
<br />STANDPIPE DESIGN CRITERIA:
<br />SHALL COr,jPLY WITH
<br />A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITHTHE FIRE
<br />ALL WORK
<br />HYDRAULIC DESIGN CRITERIA: AUTOMATIC WET (CLASS 3) PREVAILING CrJi3ES
<br />PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR WORKING
<br />FLORIDA BUILDING CODE.
<br />PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.002
<br />STANDPIPE HYDRAULIC DESIGN CRITERIA: NATIONAL ELECTRIC CoUl,- A' �
<br />AND NFPA 13 CHAPTER 22 FOR TLC REVIEW.
<br />�y of Z>~PHYRHILLS OR ,
<br />HYDRAULIC CALCULATIONS AND PIPE SIZES FOR EACH STANDPIPE SHACL�- BE BASED ON PROVIDING
<br />B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE WITH
<br />250 GPM AT THE HYDRAULICALLY MOST REMOTE TWO HOSE CONNECTIONS ON THE MOST REMOTE
<br />THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G15 AND NFPA 13.
<br />STANDPIPE AND 250 GPM FROM THE MOST REMOTE HOSE CONNECTION ON EACH ADDITIONAL
<br />STANDPIPE AT A MINIMUM RESIDUAL PRESSURE OF 100 PSI AT THE HOSE VALVE OUTLET.
<br />C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE DESIGN
<br />PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION SUB-
<br />WATER SUPPLY DATA:
<br />CONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL ENGINEERING FEES REQUIRED TO
<br />THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE
<br />REVISE THE ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S.
<br />REQUIRED FOR HYDRAULIC CALCULATIONS.
<br />D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE
<br />PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS.
<br />THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION
<br />SHEET
<br />I DESCRIPTION
<br />ISSUED
<br />AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS INSTALLED,
<br />FP001
<br />GENERAL FIRE PROTECTION INFORMATION
<br />Yes
<br />CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE EXISTING
<br />SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE SPRINKLER
<br />FP111
<br />FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 1
<br />Yes
<br />PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF CONNECTING THE
<br />FP112
<br />FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 2
<br />Yes
<br />NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 HOUR NOTICE TO THE
<br />OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE OWNER PRIOR TO SHUT
<br />FP121
<br />FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 1
<br />Yes
<br />DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO IMPLEMENT OTHER MEANS OF
<br />FIRE SAFETY FOR THE BUILDING.
<br />FP122
<br />FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 2
<br />Yes
<br />FP21 1
<br />FIRE PROTECTION PLAN - LEVEL 1 - PHASE 1
<br />Yes
<br />TEMPORARY FIRE PROTECTION:
<br />PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES
<br />FP212
<br />FIRE PROTECTION PLAN - LEVEL 1 - PHASE 2
<br />Yes
<br />CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL
<br />FP221
<br />FIRE PROTECTION PLAN -LEVEL 2 -AREA 1
<br />Yes
<br />PHASES.
<br />FP222
<br />FIRE PROTECTION PLAN -LEVEL 2 -AREA 2
<br />Yes
<br />---------------- -------_---------------- ...............������T� F��� �A-------------------
<br />................
<br />----------- - --- - - - ------_------_---F11................
<br />FP301
<br />FIRE PROTECTION RISER DIAGRAM
<br />Yes
<br />STATIC PRESSURE: 40 PSI FLOW: 1508 GPM DATE: 01/14/2015
<br />RESIDUAL PRESSURE: 30 PSI
<br />LOCATION: 7050 GALL BOULEVARD
<br />TEST CONDUCTED BY: CINTAS FIRE PROTECTION
<br />SYMBOL
<br />ORIFICE
<br />TEMP
<br />RESPONSE
<br />K-FACTOR
<br />FINISH
<br />MODEL
<br />STYLE
<br />PLATE
<br />MFG
<br />po
<br />1/2"
<br />155' F
<br />QUICK
<br />5.6
<br />BRASS
<br />G5-56
<br />CONCEALED
<br />WHITE
<br />RELIABLE
<br />1/2"
<br />200° F
<br />QUICK
<br />5.6
<br />BRASS
<br />F1 FIR
<br />HORIZONTAL SIDEWALL
<br />HEAD GUARD
<br />RELIABLE
<br />1/2"
<br />1550 F
<br />-
<br />--
<br />--
<br />EXISTING
<br />PENDENT
<br />-
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<br />255 S. Orange Avenue
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<br />Phone: 407-841-9050 ■
<br />ENGINEERING Fax: 407-540-0234
<br />FOR CRCOITECTORE www.tic-engineers.com
<br />©Copyright2016 TLC Engineering for Architecture, Inc.
<br />COA 15 TLC NO: 115498
<br />SEAL Aaron Lee Johnson, P.E. G
<br />Florida License #71576
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<br />A R C H I T E C T S
<br />DATE SUBMISSION NO. C
<br />04.15.16 CONSTRUCTION DOCUMENTS
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<br />GENERAL FIRE PROTECTION
<br />INFORMATION E
<br />PROD. NO. H-15021.00 SHEET A
<br />DRAWN J1-1-
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<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744
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