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PLUMBINGLocal Technical Amendmentsto theth2014 5 Edition Florida Building CodeJURISDICTIONBroward CountyDOCUMENTwithTECHNICALAMENDMENTFlorida BuildingCode, PlumbingCh. 3 – GeneralRegulationsTEXT OF TECHNICAL AMENDMENTTAC REVEWFlorida Building Code – Plumbing , 5th Edition (2014)Amendment to Section [M] 314.2.1[M] 314.2.1 Condensate drainage collection, use or disposal. Condensate from all cooling coilsand evaporators of equipment served by an onsite cooling tower in a building or structurewherein the aggregate cooling capacity of the equipment exceeds 65,000 Btu/hr shall be collectedand conveyed from the drain pan outlet and discharged to the cooling tower. Where an on-sitecooling tower is not installed the condensate from all cooling coils and evaporators shall beconveyed from the drain pan outlet to an approved place of disposal. Such piping shall maintain aminimum horizontal slope in the direction of discharge of not less than one-eighth unit vertical in12 units horizontal (1-percent slope). Condensate shall not discharge into a street, alley or otherareas so as to cause nuisancePlumbingTAC Vote:(Exceptions:1. Condensate from cooling coils and evaporators is not required to be collected andconveyed to an on-site cooling tower; provided 1.1 through 1.3 are met:1.1 The equipment comprises 10% or less of the total capacity of the cooling towersystem1.2 The equipment is located in an isolated or remote area1.3 The size of the equipment is 65,000 Btu/hr or less2. In existing buildings condensate may be collected and conveyed to a cooling tower ordischarged to an approved place of disposal.
Broward CountyFlorida BuildingCode, Plumbing –Ch. 6 – WaterSupply andDistributionAmendment to Section 604.3 and Table 604.4Florida Building Code – Plumbing, 5th Edition (2014)Amendment to Section 604.3 and Table 604.4Table 604.4MAXIMUM FLOW RATES AND CONSUMPTIONFOR PLUMBING FIXUTRES,AND FIXTURE FITTINGS AND APPLIANCESPLUMBING FIXTURE ORFIXTURE FITTINGMAXIMUM FLOW RATE ORQUANTITY bLavatory, privateLavatory, public, (metering)Lavatory, public (other thanmetering)Shower head aSink faucetUrinalWater closet2.2 1.5 gpm at 60 psi0.25 gallon per metering cycle0.5 gpm at 60 psiDishwasher (Residential )*Dishwasher (Commercial)2.0 2.5 gpm at 80 psi2.2 gpm at 60 psi1.0 0.5 gallon per flushing1.6 1.28 gallons per flushingcycle6.5 gallons per cycle or less(Energy Star/WaterSenseCertified)Less than1.2 gallons per rackfor fill and dump machines andPlumbingTACVote:
Dishwasher(Under thecounter machinescommercial)Washing Machine *less than 0.9 gallons per rackfor low temperature machines1.0 gallons per rack for hightemperature machines and 1.7gallons per rack for lowtemperature machinesWater factor of 8 or lower(Energy Star/WaterSenseCertified) (c)For SI: 1 gallon 3.785 L, 1 gallon per minute 3.785 L/m, 1 pound per square inch 6.895 kPa.a. A hand‐held shower spray is a shower head. *If installedb. Consumption tolerance shall be determined from referenced standards.c. Water factor in gallons per cycle per cubic footSection #: 604 - Please see attachment.THIS PROPOSED MODIFICATION SHALL BE EFFECTIVE JUNE 30, 2015.BROWARD BORA PUBLIC HEARING AND VOTE, 2015.AMENDMENT EFFECTIVE DATE JUNE 30, 2015.SECTION 603WATER SERVICE603.1 Size of water service pipe. The water service pipe shall be sized to supply water to thestructure in the quantities and at the pressures required in this code. The water service pipe shallbe not less than ¾ inch (19.1mm) in diameter.603.2 Separation of water service and building sewer. Water service pipe and the building sewershall be separated by not less than 5 feet (1524 mm) of undisturbed or compacted earth.
Exceptions:1. The required separation distance shall not apply where the bottom of the waterservice pipe within 5 feet (1524 mm) of the sewer is not less than 12 inches (305mm)above the top of the highest point of the sewer and the pipe materials conform toTable 702.32. Water service pipe is permitted to be located in the same trench with a buildingsewer, provided such sewer is constructed of materials listed in Table 702.23. The required separation distance shall not apply where a water service pipe crosses asewer pipe centerline on both sides of such crossing with pipe materials listed in Table605.3, 702.2 or 702.3.603.2.1 Water service near sources of pollution. Potable water service pipes shall not be locatedin, under or above cesspools, septic tank, drainage fields or seepage pits (see Section 605.1 forsoil and groundwater conditions).SECTION 604DESIGN OF BUILDING WATER DISTRIBUTIONSYSTEM604.1 General. The design of the water distribution system shall conform to acceptedengineering practice. Methods utilized to determine pipe sizes shall be approved.604.2 System Interconnection. At the points of interconnection between the hot and cold watersupply piping systems and the individual fixtures, appliances or devices, provisions shall be madeto prevent flow between such piping systems.604.3 Water distribution system design criteria. The water distribution system shall be designed,and pipe sizes shall be selected such that under conditions of peak demand, the capacities at thefixture supply pipe outlets shall not be less than shown in Table 604.3. The minimum flow rateand flow pressure provided to fixtures and appliances not listed in Table 604.3 shall be inaccordance with the manufacturer’s instructions.
Table 604.3WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIREDCAPACITY AT FIXTURE SYPPLY PIPE OUTLETSFIXTURE SUPPLYOUTLET SERVINGBathtub, balanced-pressure, thermostatic or combination balancedpressure/thermo-static mixing valveBidet, thermostatic mixing valveCombination fixtureDishwasher, residentialDrinking fountainLaundry trayLavatoryShowerShower, balanced-pressure, thermostatic or combination balancedpressure/thermo-static mixing valveSillcock, hose bibbSink, residentialSink, serviceUrinal, valveWater closet, blowout, flushometervalveWater closet, flushometer tankWater closet, siphonic, flushometervalveWater closet, tank, close coupledWater closet, tank, one 232088888832052.53128882525451.6202535362020For SI: 1 pound per square inch 6.895 kPs1 gallon per minute 3.785 L/ma.For additional requirements for flow rates and quantities, see Section 604.4604.4 Maximum flow and water consumption. The maximum water consumption flow rates and
quantities for all plumbing fixtures and fixture fittings shall be in accordance with Table 604.4Exceptions:1. Blowout design water closets having a water consumption not greater than 3½ gallons (13L) per flushing cycle.2. Vegetable sprays.3. Clinical sinks having a water consumption not greater than 4 ½ gallons (17.1 L)per flushing cycle.4. Service sinks.5. Emergency showers6. All fixtures, fittings and appliances with U.S. Environmental AgencyWaterSense (EPA) label.TABLE 604.4MAXIMUM RATES AND CONSUJPTIONFOR PLUMBING FIXTURES,AND FIXTURE FITTINGS AND APPLIANCESPLUMBING FIXTUREOR FIXTURE FITTINGLavatory, privateLavatory, public, (metering)Lavatory, public, (other than metering)Shower head *Sink faucetUrinalWater closetDishwasher (Residential) *Dishwasher (Commercial)Dishwasher (Under the counter machinescommercial)MAXIMUM FLOW RATEOR QUANTITY b2.2 1.5 gpm at 60 psi0.25 gallon per metering cycle.5 gpm at 60 psi2.0 2.5 gpm at 80psi2.2 gpm at 60 psi1.0 0.5 gallons per flushing1.6 1.28 gallons per flushing cycle6.5 gallons per cycle or less(Energy Star/WaterSense Certified)Less than 1.2 gallons per rack for filland dump machines and less than0.9 gallons per rack for lowtemperature machines.1.0 gallons per rack for hightemperature machines and 1.7gallons per rack for low
Washing Machine *temperature machines.Water factor of 8 or lower- (EnergyStar/WaterSense Certified)For Si: 1 gallon 3.785L, 1 gallon per minute 3.785 L/m,1 pound per square inch 6.895 kPa.a. A hand-held shower spray is a shower head*if installedb. Consumption tolerance shall be determined from referenced standardsc. Water factor in gallons per cycle per cubic foot604.5 Size of Fixture supply. The minimum size of a fixture supply pipe shall be as shown in Table604.5. The fixture supply pipe shall terminate not more than 30 inches (762 mm) from the pointof connection to the fixture. A reduced-size flexible water connector installed between the supplypipe and the fixture shall be of an approved type. The supply pipe shall extend to the floor or walladjacent to the fixture. The minimum size of individual distribution lines utilized in gridded orparallel water distribution systems shall be as shown in Table 604.5.604.6 Variable street pressures. Where street water main pressures fluctuate, the building waterdistribution system shall be designed for the minimum pressure available.604.7 Inadequate water pressure. Where water pressure from the street main or other source ofsupply is insufficient to provide flow pressures at fixture outlets as required under Table 604.3, awater pressure booster system conforming to Section 606.5 shall be installed on the buildingwater supply system.604.8 Water pressure reducing valve or regulator. Where water pressure within a buildingexceeds 80 psi (552 kPa) static, an approved water-pressure reducing valve conforming to ASSE1003 or CSA B356 with strainer shall be installed to reduce the pressure in the building waterdistribution piping to not greater than 80 psi (552 kPa) static.Exception:Service lines to sill cocks and outside hydrants, and main supply risers where pressurefrom the mains is reduced to 80 psi (552 kPa) or less at individual fixtures.604.8.1 Valve design. The pressure-reducing valve shall be designed to remain open topermit uninterrupted water flow in case of valve failure.604.8.2 Repair and removal. Water-pressure reducing valves, regulators and strainers
shall be so constructed and installed as to permit repair or removal of parts withoutbreaking a pipeline or removing the valve and strainer from the pipeline.TABLE 604.5MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPESMINIMUM PIPE SIZEFIXTURE(INCH)Bathtubs (60” x 32” and smaller)1/2Bathtubs (larger than 60” x 32”)1/2Bidet3/8Combination sink and tray1/2Dishwasher, domestic1/8Drinking fountain3/8Hose bibbs1/2Kitchen sink1/2Laundry, 1,2 or 3 compartments1/2Lavatory3/8Shower, single head1/2Sinks, flushing rim3/4Sinks, service1/2Urinal, flush tank1/2Urinal, flushometer valve3/4Wall hydrant1/2Water closet, flush tank3/8Water closet, flushometer valve1Water closet, flushometer tank3/8Water closet, one piece1/2For SI: 1 inch 25.4 mm, 1 foot 304.8 mm.1 pound per square inch 6.895 kPa.a. Where the developed length of the distribution line is 60 feet or less andThe available pressure at the meter is 35 psi or greater, the minimum size ofIndividual distribution line supplied from a manifold and installed as part ofParallel water distribution system shall be one nominal tube size smallerthan the sizes indicated.604.9 Water hammer. The flow velocity of the water distribution system shall be controlled toreduce the possibility of water hammer. A water-hammer arrestor shall be installed where quickclosing valves are utilized. Water-hammer arrestors shall be installed in accordance with themanufacturer’s instructions. Water-hammer arrestors shall conform to ASSE 1010.
604.10 Gridded and parallel water distribution system manifolds. Hot water and cold watermanifolds installed with gridded or parallel connected individual distribution lines to each fixtureor fixture fitting shall be designed in accordance with Sections 604.10.1 through 604.10.3.604.10.1 Manifold sizing. Hot water and cold water manifolds shall be sized inaccordance with Table 604.10.1. The total gallons per minute is the demand of all outletssupplied.Broward CountyFlorida BuildingCode, Plumbing(Due to formatting, please review amendment by clicking on this link)Plumbing 604.3 and Table 604.4PlumbingTACSee eID 7187 92a2 umbing-%20Sec604%203-604%204-201506-04.pdfBroward CountyFlorida BuildingCode, Plumbing –Appendix FAppendix F Florida Building Code – Plumbing – APPENDIX F , 5th Edition (2014)Amendment to APPENDIX Fc. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided itcomplies with part VI, Section B, subsection 1 Sprinkler layout and spacing. Prior to finalinspection, the contractor shall submit a letter or as-built drawing that reflects themodification to the authority with jurisdiction.PART IV: MATERIALSA. PVC Pipe and fittings3. Threaded PVC pipe firings fittings shall meet the requirements of Schedule 40 as set forthin ASTM D 2464PART V: INSTALLATIONA. Pipe Installation4. Thrust blocks, or other approved method must be used on all gasketed PVC systems. TheyPlumbingTAC
must beformed against a solid, hand-excavated trench wall undamaged by mechanical equipment.They shall be constructed of concrete, and the space between the pipe and trench shall befilled to the height of the outside diameter of the pipe. Size thrustblocks in accordance withASAE S-376.15. The trench bottom must be uniform, free os of debris, and sufficient width to properlyplace pipe andsupport it over its entire length. Native excavated material may be used to backfill the pipetrench.However, the initial backfill material to 6”above the top of the pipe shall be free from rocks orstoneslarger than 1-inch in diameter. The final backfill material shall be free of rock or debris that isgreater than 3” in diameter. At the time of placement , the moisture content of the materialshall be such that the required degree of compaction can be obtained with the backfillmethod to be used. Blocking or mounding shall not be used to bring the pipe to final grade.6. Pipe Sleeves must be used to protect pipes or wires installed under pavement or roadwaysor when position of irrigation pipes or wires conflict with pipes or appurtenances of othertrades. Use pipe sleeves two pipe sizes larger than the carrier pipe or twice the diameter ofthe wire bundle to be placed under the paving or roadway and extending a minimum of 3 feetbeyond the paved area or as required by the Florida Department of Transportation(FDOT).Use sleeve pipe with wall thickness at least equal to the thickness of schedule 40 orPR 160 pipe, whichever is thicker. Proper backfill and compaction procedures should befollowed.PART VI: TESTING & INSPECTIONSC. Final Inspection.3. Open Trench Inspection: The trench at all joints and every transition in pipe size, will beopen where opentrench inspection is requiredCity of MiamiDadeFlorida BuildingCode, PlumbingSec. 8-31. - Local technical amendments to Florida Building Code.(A)PlumbingTAC
The County hereby adopts the following local technical amendments to Chapter 6(Plumbing) of the Florida Building Code.604.4 Maximum flow and water consumption.The maximum water consumption flow rates and quantities for all plumbing fixtures,fixture fittings and appliances shall be in accordance with Table 604.4. Effective January 1,2009, permit applications for new residential and commercial structures shall include highefficiency plumbing fixtures, fixture fittings and appliances as provided in Table 604.4. Suchhigh efficiency plumbing fixtures, fixture fittings and appliances shall comply with thespecifications in Table 604.4 or have received the U.S. Environmental Protection Agency(EPA) WaterSense Label.Exceptions:1. Blowout design water closets [3.5 gallons (13L) per flushing cycle].2. Vegetable sprays.3. Clinical sinks [4.5 gallons (17 L) per flushing cycle].4. Service sinks.5. Emergency showers.TABLE 604.4MAXIMUM FLOW RATES AND CONSUMPTION FORPLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCESPLUMBING FIXTURE ORFIXTURE FITTINGLavatory, privateLavatory, public, (metering)Shower head (a)Sink faucetUrinalWater ClosetDishwasher (residential)Dishwasher (commercial)Dishwasher (under thecounter machines)MAXIMUM FLOW RATE (b)1.5 gpm at 60 psi0.25 gallon per metering cycle1.5 gpm at 60 psi1.5 gpm at 60 psi Waterless or 0.5 gallon flushing cycle1.28 gallons per flushing cycle6.5 gallons per cycle or less (Energy Star/Water Sense Certified) Less than 1.2 gallons per rack for fill and dump machines and lessThan 0.9 gallons per rack for all other types of machines.1.0 gallon or less per rack for high-temperature machines and 1.7 gallonsper rack for low-temperature machines
Washing machineWater factor of 8 or lower (Energy Star / Water Sense Certified) For SI:1 gallon 3.785 L1 gallon per minute 3.785 L/m1 pound per square inch 6.895 kPa.(a) A hand-held shower spray is a shower head.(b) Consumption tolerances shall be determined from referenced standards.(c) Water factor in gallons per cycle per cubic foot.(B)The County hereby adopts the following local technical amendments to Chapter 29(Residential) of the Florida Building Code.P2903.2 Maximum flow and water consumption.The maximum water consumption flow rates and quantities for all plumbingfixtures,fixture, fittings and appliances shall be in accordance with Table P2903.2a. EffectiveJanuary 1, 2009, permit applications for new residential structures shall include highefficiency plumbing fixtures, fixture fittings and appliances as provided in TableP2903.2a.Such high efficiency plumbing fixtures, fixture fittings and appliances shall complywith thespecifications in Table P2903.2a or have received the U.S. Environmental ProtectionAgency (EPA) WaterSense Label.TABLE P2903.2aMAXIMUM FLOW RATES AND CONSUMPTION FORPLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCESPLUMBING FIXTURE OR FIXTUREFITTINGLavatory faucetShower head (a)Sink faucetWater closetPLUMBING FIXTURE OR FIXTURE FITTINGMAXIMUM FLOW RATE (B)1.5 gpm at 60 psi1.5 gpm at 80 psi1.5 gpm at 60 psi1.28 gallons per flushing cycle
Dishwasher (residential)Washing Machine6.5 gallons per cycle or less (Energy Star/Water Sense Certified) Water factor of 8 or lower (Energy Star / Water Sense Certified) For SI:1 gallon 3.785 L1 gallon per minute 3.785 L/m1 pound per square inch 6.895kPa(a) A handheld shower spray is a showerhead.(b) Consumption tolerances shall be determined from referenced standards.(c) Water factor in gallons per cycle per cubic footPinellas CountyConstructionLicensing Board(PCCLB)Florida BuildingCode, ResidentialPlumbingTACP2903.2b Minimum Water Service SizeAMEND FOOTNOTES:TABLE P2903.2bMINIMUM WATER SERVICE SIZEaNO. OFFIXTURE UNITSFLUSHTANK WCbDIAMETER OFWATER PIPECRECOMMENDEDMETER SIZE(inches)d1819-55 56-85 8-225 226-350 OX.PRESSURELOSS METER 100’ PIPE(psi)e30303030303030303030NO. OFFIXTURE UNITSFLUSH VALVEWCb 9 10-20 21-77 78-175
551-640 641-1340 22½2½33222333030302222176-315 316-392 393-940AMEND FOOTNOTES:a. Table is applicable for both copper and plastic water piping.b. See Table P2903.6 for fixture unit values.c. Minimum water service shall be 3/4" to control valve.d. All secondary submeters and backflow assemblies shall be at least the same size as the linein which they are installed.e. Table based on minimum water main pressure of 50 psi.f. Minimum sizes for fixtu re supply pipe from the main or from the riser shall be fromthe Florida Building Code 5h Edition (2014) - Plumbinq Section 604.5.g. Four (4) fixtures maximum (hot or cold) mav connect to a one-half inch fixture watersupply or as required bv manufacturers' installation instructions.h. Where the water main pressure falls below 50 p.s.i. the next larger pipe size shallbe used.i. Buildings above three (3) stories in height shall use the next larger pipe size.Pinellas CountyFlorida BuildingAMEND EXISTING SECTIONPlumbing
ConstructionLicensing Board(PCCLB)Code, Plumbing605.22.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. A purpleprimer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color andconforming to ASTM D 2564 or CSA-8137.3 shall be applied to all joint surfaces. The jointshall be made while the cement is wet and shall be in accordance with ASTM D 2855.Solventcementjoints shall be permitted above or below ground.Exception: Clear Primer conforming to ASTM F 656 mav be used on anv exposed PVC pipe orfittings on trim/finish work.TACPinellas CountyConstructionLicensing Board(PCCLB)Florida BuildingCode, PlumbingAMEND EXISTING SECTIONSECTION 610 DISINFECTION OF POTABLE WATER SYSTEM610.2 Applicable Sizes. The requirements of 610.1 in the following sizes shall apply whenconnected to an existing approved potable system.1. All Building Department permitted and approved onsite potable drinking water pipingtwo-inch (2") diameter and greater than one hundred fifty (150) lineal feet in length.2. All Building Department permitted and approved onsite potable drinking water pipingofgreater than two-inch (2") diameter and greater than fifty (50) lineal feet in length.3. All Building Department permitted and approved onsite potable drinking water pipinginsize(s) and length(s) adequate to contain twentv (20) gallons or more. (Volume .0408x diameter2 x length in feet).4. Anv size or length water pipe that has been subiected to contamination will requiredisinfection.PlumbingTACPinellas CountyConstructionLicensing Board(PCCLB)Florida BuildingCode, PlumbingAMEND EXISTING SECTION705.14.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. A purpleprimer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color andconforming to ASTMD2564, CSA 8137.3, CSA 8181.2 or CSA 8182.1 shall be applied to alljoint surfaces. The joint shall be made while the cement is wet and shall be in accordance withASTM D 2855. Solvent-cement joints shall be permitted above or below ground.PlumbingTACException: Clear Primer conforming to ASTM F 656 mav be used on anv exposed PVC pipe orfittings on trim/finish work.Broward CountyFlorida BuildingAmendment to 2014 5th Edition FBC – PLUMBING - APPENDIX FPlumbing
Code, PlumbingTAC(Due to size of file must view link)See eID 7185 d37e Broward%20County-Local 15-06-04.pdfPinellas CountyConstructionLicensing BoardFlorida BuildingCode, ResidentialSECTION P2705INSTALLATIONP2705.1 General. The installation of fixtures shall conform to the following:1. Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection andto the floor, where so designed, by screws, bolts, washers, nuts and similar fasteners ofcopper, brass or other corrosion-resistant material.2. Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to theplumbing system.3. Where fixtures come in contact with walls and floors, the contact area shall be watertight.4. Plumbing fixtures shall be usable and functionally accessible.5. Water closets, lavatories and bidets. A water closet, lavatory or bidet shall not be setcloser than 15 inches (381 mm) from its center to any side wall, partition or vanity orcloser than 30 inches (762 mm) center-to-center between adjacent fixtures. There shall beat least a 21-inch (533 mm) in front of the water closet, lavatory or bidet to any wall, fixtureor door. Plus the fixture spacing requirements of Section R307.1.6. The location of piping, fixtures or equipment shall not interfere with the operation ofwindows or doors.7. In flood hazard areas as established by Table R301.2 (1), plumbing fixtures shall belocated or installed in accordance with Section R322.1.7.PlumbingTAC
Pinellas CountyConstructionLicensing BoardFlorida BuildingCode, Residential8. Integral fixture-fitting mounting surfaces on manufactured plumbing fixtu res orplumbing fixtures constructed on site, shall meet the design requirements of ASMEA112.19.2/CSA 845.4 or ASME A112.19.3/CSA 845.1.AMEND EXISTING SECTIONP2903.1 Water supply system design criteria. The water service and water distributionsystems shall be designed and pipe sizes shall be selected such that under conditions of peakdemand, the capacities at the point of outlet discharge shall not be less than shown in TableP2903.1.PlumbingTACEXCEPTION: For anv one, two or three residential family dwellings. When the building ownerapproves in writing, one bathroom group mav be added to the existing hot and cold watersystem, not to exceed a maximum of eight drainaqe fixture units for anv fixtures added. In nocase shall the additional fixtures be connected to existing piping less than %" diameter (Hotand/or Cold).P2903.1.1 Applicable Sizes. The requirements of P2903.1 in the following sizes shall applywhen connected to an existing approved potable system.1. All Building Department permitted and approved onsite potable drinking water pipingtwo-inch (2") diameter and greater than one hundred fifty (150) lineal feet in length.2. All Building Department permitted and approved onsite potable drinking water piping ofgreater than two-inch (2") diameter and greater than fifty (50) lineal feet in length.3. All Building Department permitted and approved onsite potable drinking water pipinq insize(s) and length(s) adequate to contain twenty (20) gallons or more. (Volume .0408x diameter2 x length in feet).4. Anv size or length water pipe that has been subiected to contamination will requiredisinfection.Pinellas CountyConstructionLicensing BoardFlorida BuildingCode, ResidentialAMEND EXISTING SECTIONTABLE P2903.2b MINIMUM WATER SERVICE SIZEaAMEND FOOTNOTES:PlumbingTAC
TABLE P2903.2bMINIMUM WATER SERVICE SIZEaNO. OF FIXTUREUNITS FLUSHTANK WCbDIAMETER OFWATER PIPERECOMMENDEDMETER SIZE(INCHES)d1819-55 56-85 8-225 226-350 351-550 551-640 641-1340 2233APPROX.PRESSURE LOSSMETER 100’ PIPE(psi)e303030303030303030303030302222NO. OFFIXUTRE UNITSFLUSH VALVEWCb 9 10-20 21-77 78-175 176-315 316-392 393-940AMEND FOOTNOTES:a. Table is applicable for both copper and plastic water piping.b. See Table P2903.6 for fixture unit values.c. Minimum water serviceshall be ¾ “ to control valve.d. All secondary sumeters and backflow assemblies shall be at least the same size as the linein which they are installed.e. Table based on minimum water main pressure of 50 psi.f. Minimu sizes for fixture supply pipe from the main or from the riser shall be from theFlorida Building Code 5th Edition (2014) – Plumbing Section 604.5g. Four (4) fixtures maximum (hot or cold) may connect to a one-half inch fixture watersupply or as required by manufacturers’ installation instructions.h. Where the wter main pressure falls below 50 p.s.i. the next larger pipe size shall be used.i. Buildings above three (3) stories in height shall use the next larger pipe size.
Pinellas County Florida BuildingConstructionCode, ResidentialLicensing BoardAMEND EXISTING SECTIONP2905.9.1.3 PVC plastic pipe. A purple primer that conforms to ASTM F 656 shall be appliedto PVC solvent cemented joints. Solvent cement for PVC plastic pipe conforming to ASTM D2564 shall be applied to all joint surfaces.PlumbingTACException: Clear Primer conforming to ASTM F 656 mav be used on anv exposed PVC pipe orfittings on trim/finish work.Pinellas CountyConstructionLicensingFlorida BuildingCode, ResidentialAMEND EXISTING SECTIONP3003.3.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. Solventcement that conforms to ASTM D 2235 or CSA 8181.1 shall be applied to all joint surfaces.The joint shall be made while the cement is wet. Joints shall be made in accordance withASTM D 2235, ASTM D 2661, ASTM F 628 or CSA 8181.1. Solvent-cement joints shall bepermitted above or below ground.Exception: Clear Primer conforming to ASTM F 656 mav be used on anv exposed PVC pipe orfittings on trim/finish work.PlumbingTAC
Florida Building Code – Plumbing – APPENDIX F , 5th Edition (2014)Amendment to APPENDIX Fc. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided it complies with partVI, Section B, subsection 1 Sprinkler layout and spacing. Prior to final inspection, the contractor shall submit a letteror as-built drawing that reflects the modification to the authority with jurisdiction.PART IV: MATERIALSA. PVC Pipe and fittings3. Threaded PVC pipe firings fittings shall meet the requirements of Schedule 40 as set forth in ASTM D2464PART V: INSTALLATIONA.Pipe Installation4. Thrust blocks, or other approved method must be used on all gasketed PVC systems. They must beformed against a solid, hand-excavated trench wall undamaged by mechanical equipment. They shall beconstructed of concrete, and the space between the pipe and trench shall be filled to the height of theoutside diameter of the pipe. Size thrustblocks in accordance with ASAE S-376.15. The trench bottom must be uniform, free os debris, and sufficient width to properly place pipa andsupport it over its entire length. Native excavated material may be used to backfill the pipe trench.However, the initial backfill material to 6”above the top of the pipe shall be free from rocks or stoneslarger than 1-inch in diameter. The final backfill material shall be free of rock or debris that is greater than3” in diameter. At the time of placement , the moisture content of the material shall be such that therequired degree of compaction can be obtained with the backfill method to be used . Blocking ormounding shall not be used to bring the pipe to final grade.6. Pipe Sleeves must be used to protect pipes or wires installed under pavement or roadways or whenposition of irrigation pipes or wires conflict with pipes or appurtenances of other trades. Use pipe sleevestwo pipe sizes larger than the carrier pipe or twice the diameter of the wire bundle to be placed under thepaving or roadway and extending a minimum of 3 feet beyond the paved area or as required by theFlorida Department of Transportation (FDOT
FOR PLUMBING FIXTURES, AND FIXTURE FITTINGS AND APPLIANCES PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY b Lavatory, private 2.2 1.5 gpm at 60 psi Lavatory, public, (metering) 0.25 gallon per metering cycle Lavatory, public, (other than metering) .5 gpm at 60 psi Shower head * 2.0 2.5 gpm at 80psi
