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(0Y-9N)

Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 3 - Building Planning	R301.2.5 Structures seaward of a coastal construction line. Structures located seaward of the coastal construction line shall be designed to resist the predicted forces of a 100-year storm event in accordance with Section 3109, as amended, of the Florida Building Code, Building.				Special Occupancy TAC Vote: NAR (0Y-9N)
Pinellas County Construction Licensing Board	Florida Building Code, Building – Ch. 27 - Electrical NEC Article 250.96	2701.1 Scope. This chapter governs the electrical components, equipment and systems used in buildings and structures covered by this code. Electrical components, equipment and systems shall be designed and constructed in accordance with the provisions of the NFPA 70, National Electrical Code. (AMEND EXISTING NEC SECTION) Article 250.96 Bonding Other Enclosures. (A) General. Metal raceways, cable trays, cable armor, cable sheath, enclosures, frames, fittings, and other metal non-current-carrying parts that are to serve as grounding conductors, with or without the use of supplementary equipment grounding conductors, shall lie bonded where necessary to ensure electrical continuity and the capacity to conduct safely any fault current likely to be imposed on them. Any nonconductive paint, enamel, or similar coating shall be removed at threads, contact points, and contact surfaces or be connected by means of fittings designed so as to make such removal unnecessary. All raceways shall contain an equipment-grounding conductor sized in accordance with Table 250.122.				Electrical TAC Vote: NAR (0Y-8N)
Pinellas County Construction Licensing Board	Florida Building Code, Building – Ch. 27 - Electrical NEC Article 280.3	2701.1 Scope. This chapter governs the electrical components, equipment and systems used in buildings and structures covered by this code. Electrical components, equipment and systems shall be designed and constructed in accordance with the provisions of the NFPA 70, National Electrical Code. (AMEND EXISTING NEC SECTION) ARTICLE 280 Surge Arresters. Article 280.3 Number Required. Where used at a point on a circuit, a surge arrester shall be connected to each ungrounded conductor. A single installation of such surge arresters shall be permitted to protect a number of interconnected circuits, provided that no circuit is exposed to surges while disconnected from the surge arrester. Surge arrestors shall be installed on all service equipment. Where used at a point on a circuit, a surge arrester shall be connected to each ungrounded conductor. A single installation of such surge arresters shall be permitted to protect a number of interconnected circuits provided that no circuit is exposed to surges while disconnected from the surge arresters.				Electrical TAC Vote: NAR (0Y-8N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 29 - Water Supply and Distribution	TABLE 2903.2b MINIMUM WATER SERVICE SIZE^a (AMEND FOOTNOTES) (Items a -e – no change) f. Minimum sizes for fixture supply pipe from the main or from the riser shall be from the Florida Building Code 2010 - Plumbing Section 604.5. g. Four (4) fixtures maximum (hot or cold) may connect to a one-half inch fixture water supply or as required by manufacturers’ installation instructions. h. Where the water main pressure falls below 50 p.s.i. the next larger pipe size shall be used. I. Buildings three (3) stories in height shall use the next larger pipe size.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 27 - Plumbing Fixtures	P2705.1 General. The installation of fixtures shall conform to the following: (Items 1-3 – no change) 4. Plumbing fixtures shall be usable and functionally accessible. 5. Water closets, lavatories and bidets. A water closet, lavatory or bidet shall not be set closer than 15 inches (381 mm) from its center to any side wall, partition or vanity or closer than 30 inches (762 mm) center-to-center between adjacent fixtures. There shall be at least a 21-inch (533 mm) clearance in front of the water closet, lavatory or bidet to any wall, fixture or door, plus the fixture spacing requirements of Section R307.1. (Items 6-8 – no change)				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 29 - Water Supply and Distribution	P2903.1 Water supply system design criteria. The water service and water distribution systems shall be designed and pipe sizes shall be selected such that under conditions of peak demand, the capacities at the point of outlet discharge shall not be less than shown in Table P2903.1. Table P2903.2b shall be permitted to be used to size the water service or water distribution system. EXCEPTION: For any one, two or three residential family dwellings. When the building owner approves in writing, one bathroom group may be added to the existing hot and cold water system, not to exceed a maximum of eight drainage fixture units for any fixtures added. In no case shall the additional fixtures be connected to existing piping less than ¾” diameter (Hot and/or Cold).				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 29 - Water Supply and Distribution	P2903.1.1 Applicable Sizes. The requirements of P2903.1 in the following sizes shall apply when connected to an existing approved potable system. 1. All Building Department permitted onsite potable drinking water piping two-inch (2”) diameter and greater than one hundred fifty (150) lineal feet in length. 2. All Building Department permitted onsite potable drinking water piping of greater than two-inch (2”) diameter and greater than fifty (50) lineal feet in length. 3. All Building Department permitted onsite potable drinking water piping in size(s) and length(s) adequate to contain twenty (20) gallons or more. (Volume = .0408 x diameter2 x length in feet). 4. Any size or length water pipe that has been subjected to contamination will require disinfection.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 29 – Water Supply and Distribution	P2905.9.1.3 PVC plastic pipe. A purple primer that conforms to ASTM F 656 shall be applied to PVC solvent cemented joints. Solvent cement for PVC plastic pipe conforming to ASTM D 2564 shall be applied to all joint surfaces. Exception: Clear Primer conforming to ASTM F 656 may be used on any exposed PVC pipe or fittings on trim/finish work.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 30- Sanitary Drainage	P3003.3.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. Solvent cement that conforms to ASTM D 2235 or CSA B181.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet. Joints shall be made in accordance with ASTM D 2235, ASTM D 2661, ASTM F 628 or CSA B181.1. Solvent cement joints shall be permitted above or below ground. Exception: Clear Primer conforming to ASTM F 656 may be used on any exposed PVC pipe or fittings on trim/finish work.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Plumbing – Ch. 6 - Water Supply and Distribution	TABLE 603.1 MINIMUM WATER SERVICE SIZE^a (AMEND FOOT NOTES) (Items a-e – no change) f. Minimum sizes for fixture supply pipe from the main or from the riser shall be from the Florida Building Code 2010 - Plumbing Section 604.5. g. Four (4) fixtures maximum (hot or cold) may connect to a one-half inch fixture water supply. h. Where the water main pressure falls below 50 p.s.i. the next larger pipe size shall be used. i. Buildings three (3) stories in height shall use the next larger pipe size.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Plumbing – Ch. 6 - Water Supply and Distribution	605.22.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. A purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564 or CSA-B137.3 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent-cement joints shall be permitted above or below ground. Exception: Clear Primer conforming to ASTM F 656 may be used on any exposed PVC pipe or fittings on trim/finish work.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Plumbing – Ch. 6 - Water Supply and Distribution	610.2 Applicable Sizes. The requirements of 610.1 in the following sizes shall apply when connected to an existing approved potable system. 1. All Building Department permitted onsite potable drinking water piping two-inch (2”) diameter and greater than one hundred fifty (150) lineal feet in length. 2. All Building Department permitted onsite potable drinking water piping of greater than two-inch (2”) diameter and greater than fifty (50) lineal feet in length. 3. All Building Department permitted onsite potable drinking water piping in size(s) and length(s) adequate to contain twenty (20) gallons or more. (Volume = .0408 x diameter2 x length in feet). 4. Any size or length water pipe that has been subjected to contamination will require disinfection.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Plumbing – Ch. 7 - Sanitary Drainage	705.14.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. A purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTMD2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent-cement joints shall be permitted above or below ground. Exception: Clear Primer conforming to ASTM F 656 may be used on any exposed PVC pipe or fittings on trim/finish work.				Plumbing TAC Vote: NAR (0Y-10N)
Pinellas County Construction Licensing Board	Florida Building Code, Residential – Ch. 14 - Heating and Cooling Equipment	M1411.3 Condensate disposal. Condensate from all cooling coils or evaporators shall be conveyed from the drain pan outlet to an approved place of disposal. Such piping shall maintain a minimum horizontal slope in the direction of discharge of not less than 1/8 unit vertical in 12 units horizontal (1-percent slope). Condensate shall not discharge into a street, alley or other areas where it would cause a nuisance. Pipe Insulation: All horizontal primary condensate drain within unconditioned areas shall be insulated.				Mechanical TAC Vote: NAR (0Y-11N)
County of Pasco	Florida Building Code, Residential - Chapter 3 - Building Planning	R322.1.4 Establishing the design flood elevation. The design flood elevation shall be used to define areas prone to flooding. At a minimum, the design flood elevation is the higher of: The base flood elevation plus 1 foot at the depth of peak elevation of flooding (including wave height) which has a 1 percent (100-year flood) or greater chance of being equaled or exceeded in any given year, or The elevation of the design flood associated with the area designated on a flood hazard map adopted by the community, or otherwise legally designated. R322.2.1 Elevation requirements. Buildings and structures in flood hazard areas not designated as Coastal A Zones shall have the lowest floors elevated to or above the base elevation plus 1 foot or the design flood elevation, whichever is higher. Buildings and structures in flood hazard areas designated as Coastal A Zones shall have the lowest floors elevated to or above the base flood elevation plus 1 foot (305 mm), or to the design flood elevation, whichever is higher. In areas of shallow flooding (AO Zones), buildings and structures shall have the lowest floor (including basement) elevated at least as high above the highest adjacent grade as the depth number specified in feet on the FIRM plus 1 foot, or at least 2 feet (610 mm) 3 feet ( 914 mm) if a depth number is not specified. Basement floors that are below grade on all sides shall be elevated to or above the base elevation plus 1 foot or the design flood elevation, whichever is higher. Exception: Enclosed areas below the base flood elevation plus 1 foot or the design flood elevation, whichever is higher, including basements whose floors are not below grade on all sides, shall meet the requirements of Section R322.2.2. R322.3.2 Elevation requirements. All buildings and structures erected within coastal high-hazard areas shall be elevated so that the lowest portion of all structural members supporting the lowest floor, with the exception of mat or raft foundations, piling, pile caps, columns, grade beams and bracing, is: 1.1 Located at or above the base elevation plus 1 foot or the design flood elevation, whichever is higher, if the lowest horizontal structural member is oriented parallel to the direction of wave approach, where parallel shall mean less than or equal to 20 degrees (0.35 rad) from the direction of approach, or 1.2 Located at the base flood elevation plus 1 foot (305 mm), or the design flood elevation, whichever is higher, if the lowest horizontal structural member is oriented perpendicular to the direction of wave approach, where perpendicular shall mean greater than 20 degrees (0.35 rad) from the direction of approach. Basement floors that are below grade on all sides are prohibited. The use of fill for structural support is prohibited. Minor grading, and the placement of minor quantities of fill, shall be permitted for landscaping and for drainage purposes under and around buildings and for support of parking slabs, pool decks, patios and walkways. Exception: Walls and partitions enclosing areas below the base flood elevation plus 1 foot or the design flood elevation, whichever is higher, shall meet the requirements of Sections R322.3.4 and R322.3.5.				Special Occupancy TAC Vote: NAR (0Y-9N)
County of Pasco	Florida Building Code, Building - Chapter 16 -Structural Design	(1612.2 Definitions) SUBSTANTIAL IMPROVEMENT. Any one or more or combination thereof of repair, reconstruction, rehabilitation, addition or improvement of a building or structure, the cost of which equals or exceeds, over a 1 year period, a cumulative total of 50 percent of the market value of the structure before the improvement or repair is started. If the structure has sustained substantial damage, any repairs are considered substantial improvement regardless of the actual repair work performed. The term does not, however, include either: Any project for improvement of a building required to correct existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Any alteration of a historic structure provided that the alteration will not preclude the structure’s continued designation as a historic structure. 1612.4.1 Elevation requirements. The minimum elevation requirements shall be as specified in ASCE 24 or the base flood elevation plus 1 foot, whichever is higher.				Special Occupancy TAC Vote: NAR (0Y-9N)
County of Pasco	Florida Building Code, Existing Building - Chapter 2 - Definitions	( Section 202, General Definitions) SUBSTANTIAL IMPROVEMENT. Any one or more or combination thereof of repair, reconstruction, rehabilitation, addition or improvement of a building or structure, the cost of which equals or exceeds, over a 1 year period, a cumulative total of 50 percent of the market value of the structure before the improvement or repair is started. If the structure has sustained substantial damage, any repairs are considered substantial improvement regardless of the actual repair work performed. The term does not, however, include either: Any project for improvement of a building required to correct existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Any alteration of a historic structure provided that the alteration will not preclude the structure’s continued designation as a historic structure.				Special Occupancy TAC Vote: NAR (0Y-9N)
County of Dade (Miami-Dade)	Florida Building Code, Residential - Chapter 29 - Water Supply and Distribution **(Text referenced by petitioner is also from Florida Building Code- Plumbing, Chapter 6)** (Ord. No. 08-14, § 1, 2-5-08; Ord. No. 08-100, § 1, 9-2-08)	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 high efficiency plumbing fixtures, fixture fittings and appliances as provided in Table 604.4. Such high efficiency plumbing fixtures, fixture fittings and appliances shall comply with the specifications in Table 604.4 or have received the U.S. Environmental Protection Agency (EPA) WaterSense Label. Exceptions: 1. Blowout design water closets having a maximum water consumption of 3 1/2 gallons (13L) per flushing cycle. 2. Vegetable sprays. 3. Clinical sinks having a maximum water consumption of 4 1/2 gallons (17 L) per flushing cycle]. 4. Service sinks. 5. Emergency showers				Plumbing TAC Vote: NAR (1Y-9N)
				TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, 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) 0.5 gpm at 60 psi Shower head(a) 2.5 1.5 gpm at 80 psi Sink faucet 2.2 1.5 gpm at 60 psi Urinal Waterless or 1.0 0.5 gallon per flushing cycle Water closet 1.6 1.28 gallons per flushing cycle Dishwasher (residential) 6.5 gallons per cycle or less (Energy Star/Water Sense Certified)(c) Dishwasher (commercial) Less than 1.2 gallons per rack for fill and dump machines and less than 0.9 gallons per rack for all other types of machines Dishwasher (under the counter machines) 1.0 gallon or less per rack for high-temperature machines and 1.7 gallons per rack for low-temperature machines Washing machine Water factor of 8 or lower (Energy Star/Water Sense Certified)(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. (b) Consumption tolerances shall be determined from referenced standards. (c) Water factor in gallons per cycle per cubic foot. P2903.2 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 P2903.2a. Effective January 1, 2009, permit applications for new residential structures shall include high efficiency plumbing fixtures, fixture fittings and appliances as provided in Table P2903.2a. Such high efficiency plumbing fixtures, fixture fittings and appliances shall comply with the specifications in Table P2903.2a or have received the U.S. Environmental Protection Agency (EPA) WaterSense Label. TABLE P2903.2a MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, AND FIXTURE FITTINGS AND APPLIANCES^b PLUMBING FIXTURE OR FIXTURE FITTING PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE ^b Lavatory faucet 2.2 1.5 gpm at 60 psi Shower head(a) 2.5 1.5 gpm at 80 psi Sink faucet 2.2 1.5 gpm at 60 psi Water closet 1.6 1.28 gallons per flushing cycle Dishwasher (residential) 6.5 gallons per cycle or less (Energy Star/Water Sense Certified)(c) Washing machine Water factor of 8 or lower (Energy Star/Water Sense Certified)(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 handheld shower spray is a showerhead. b. Consumption tolerances shall be determined from referenced standards. c. Water factor in gallons per cycle per cubic foot.
County of Dade (Miami-Dade)	Florida Building Code, Plumbing - Chapter 6 - Water Supply and Distribution	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 high efficiency plumbing fixtures, fixture fittings and appliances as provided in Table 604.4. Such high efficiency plumbing fixtures, fixture fittings and appliances shall comply with the specifications in Table 604.4 or have received the U.S. Environmental Protection Agency (EPA) WaterSense Label. Exceptions: 1. Blowout design water closets having a maximum water consumption of 3 1/2 gallons (13L) per flushing cycle. 2. Vegetable sprays. 3. Clinical sinks having a maximum water consumption of 4 1/2 gallons (17 L) per flushing cycle]. 4. Service sinks. 5. Emergency showers				Plumbing TAC Vote: NAR (1Y-9N)
				TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, 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) 0.5 gpm at 60 psi Shower head(a) 2.5 1.5 gpm at 80 psi Sink faucet 2.2 1.5 gpm at 60 psi Urinal Waterless or 1.0 0.5 gallon per flushing cycle Water closet 1.6 1.28 gallons per flushing cycle Dishwasher (residential) 6.5 gallons per cycle or less (Energy Star/Water Sense Certified)(c) Dishwasher (commercial) Less than 1.2 gallons per rack for fill and dump machines and less than 0.9 gallons per rack for all other types of machines Dishwasher (under the counter machines) 1.0 gallon or less per rack for high-temperature machines and 1.7 gallons per rack for low-temperature machines Washing machine Water factor of 8 or lower (Energy Star/Water Sense Certified)(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. (b) Consumption tolerances shall be determined from referenced standards. (c) Water factor in gallons per cycle per cubic foot. P2903.2 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 P2903.2a. Effective January 1, 2009, permit applications for new residential structures shall include high efficiency plumbing fixtures, fixture fittings and appliances as provided in Table P2903.2a. Such high efficiency plumbing fixtures, fixture fittings and appliances shall comply with the specifications in Table P2903.2a or have received the U.S. Environmental Protection Agency (EPA) WaterSense Label. TABLE P2903.2a MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, AND FIXTURE FITTINGS AND APPLIANCES^b PLUMBING FIXTURE OR FIXTURE FITTING PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE ^b Lavatory faucet 2.2 1.5 gpm at 60 psi Shower head(a) 2.5 1.5 gpm at 80 psi Sink faucet 2.2 1.5 gpm at 60 psi Water closet 1.6 1.28 gallons per flushing cycle Dishwasher (residential) 6.5 gallons per cycle or less (Energy Star/Water Sense Certified)(c) Washing machine Water factor of 8 or lower (Energy Star/Water Sense Certified)(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 handheld shower spray is a showerhead. b. Consumption tolerances shall be determined from referenced standards. c. Water factor in gallons per cycle per cubic foot.
County of Broward			Florida Building Code, Residential - Chapter 29 - Water Supply and Distribution	TABLE P2903.2a MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, AND FIXTURE FITTINGS AND APPLIANCES^b PLUMBING FIXTURE OR FIXTURE FITTING PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE ^b Lavatory faucet 2.2 1.5 gpm at 60 psi Shower head(a) 2.5 1.5 gpm at 80 psi Sink faucet 2.2 1.5 gpm at 60 psi Water closet 1.6 1.28 gallons per flushing cycle Dishwasher (residential) 6.5 gallons per cycle or less (Energy Star/Water Sense Certified)(c) Washing machine * Water factor of 8 or lower (Energy Star/Water Sense Certified)(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 handheld shower spray is a showerhead. b. Consumption tolerances shall be determined from referenced standards. c. Water factor in gallons per cycle per cubic foot. * If Installed	Plumbing TAC Vote: NAR (1Y-9N)
County of Broward			Florida Building Code, Plumbing - Chapter 6 - Water Supply and Distribution	TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, 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) 0.5 gpm at 60 psi Shower head(a) 2.5 1.5 gpm at 80 psi Sink faucet 2.2 1.5 gpm at 60 psi Urinal Waterless or 1.0 0.5 gallon per flushing cycle Water closet 1.6 1.28 gallons per flushing cycle Dishwasher (residential) 6.5 gallons per cycle or less (Energy Star/Water Sense Certified)(c) Dishwasher (commercial) Less than 1.2 gallons per rack for fill and dump machines and less than 0.9 gallons per rack for all other types of machines Dishwasher (under the counter machines) 1.0 gallon or less per rack for high-temperature machines and 1.7 gallons per rack for low-temperature machines Washing machine* Water factor of 8 or lower (Energy Star/Water Sense Certified)(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. (b) Consumption tolerances shall be determined from referenced standards. (c) Water factor in gallons per cycle per cubic foot. * If Installed	P Plumbing TAC Vote: NAR (1Y-9N)
County of Broward	Florida Building Code, Mechanical - Chapter 3 - General Regulations	307.2.1 Condensate drainage, collection, use or disposal. Condensate from all cooling coils and evaporators of equipment served by an on-site cooling tower in a building or structure wherein the aggregate cooling capacity of equipment exceeds 65,000 btu/hr shall be conveyed from the drain panoutlet and discharged to the cooling tower. Where an on-site cooling tower is not installed, the condensate from all cooling coils and evaporators shall b conveyed from the drain pan outlet to an approved place of disposal. Such piping shall maintain a minimum horizontal slope in the direction of discharge of not less than one-eighth unit vertical in 12 units horizontal (1-percent slope). Condensate shall not discharge into a street, alley or other areas so as to cause a nuisance. Exceptions: Condensate from cooling coils and evaporators is not required to be collected and conveyed to an on-site cooling tower, provided 1.1 through 1.3 are met: The equipment comprises 10%or less of the total capacity of the cooling tower system. The equipment is located in an isolated or remote area. The size of the equipment is 65,000 Btu/hr or less. In existing buildings, condensate may be collected and conveyed to a cooling tower or discharged to an approved place of disposal.				Mechanical TAC Vote: NAR (0Y-11N)
County of Broward	Florida Building Code, Plumbing - Appendix F - Proposed Construction Building Codes for Turf and Landscape Irrigation Systems	APPENDIX F PROPOSED CONSTRUCTION BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS