N.Y.C. Admin. Code § PC 604: Section PC 604: Design of Building Water Distribution System

604.1 General.

The design of the water distribution system shall conform to accepted engineering practice.

604.2 System interconnection.

At the points of interconnection between the hot and cold water supply piping systems and the individual fixtures, appliances or devices, provisions shall be made to 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 the fixture supply pipe outlets shall be not less than shown in

Table 604.3

. The minimum flow rate and flow pressure provided to fixtures and appliances not listed in

Table 604.3

shall be in accordance with the manufacturer's instructions.

Table 604.3 Water Distribution System Design Criteria Required Capacity at Fixture Supply Pipe Outlets

Fixture Supply Outlet Serving

Flow Rate

a

(gpm)

Flow Pressure

b

(psi)

Bathtub, no shower

4

20

Bathtub with anti-scald protection

4

20

Bidet

1.5

20

Combination fixture

4

8

Dishwasher, residential

2.75

8

Drinking fountain

0.75

8

Laundry tray

4

8

Lavatory, private

1.5

8

Lavatory, private, mixing valve

1.5

8

Lavatory, public

1.5

8

Shower

2

8

Shower, balanced-pressure, thermostatic or combination balanced-pressure/thermostatic mixing valve

2

b

20

Sillcock, hose bibb

5

8

Sink, residential

2.2

8

Sink, service

3

8

Urinal, valve

18

20

Water closet, blow out, flushometer valve

25

25

Water closet, flushometer tank

3

20

Water closet, siphonic, flushometer valve

25

25

Water closet, tank, close coupled

3

15

Water closet, tank, one piece

3

20

For SI: 1 pound per square inch = 6.895 kPa, 1 gallon per minute = 3.785 L/m.

a. For additional requirements for flow rates and quantities, see Section 604.4.

b.

Where the shower mixing valve manufacturer indicates a lower flow rating for the mixing valve, the lower value shall be applied.

604.4 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 604.4.

Exceptions:

1.

Blowout design water closets having a water consumption not greater than 3 1/2 gallons (13 L) per flushing cycle.

2. Vegetable sprays.

3.

Clinical sinks having a water consumption not greater than 4 1/2 gallons (17 L) per flushing cycle.

4. Service sinks.

5. Emergency showers.

Table 604.4 Maximum Flow Rates and Consumption for Plumbing Fixtures and Fixture Fittings

Plumbing Fixture or Fixture Fitting

Maximum Flow Rate or Quantity

b

Lavatory, private

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

2.0 gpm at 80 psi

d

Sink faucet

2.2 gpm at 60 psi

Urinal

0.5 gallon per flushing cycle

Water closet

1.28 gallons per flushing cycle or equivalent dual flush

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 or body spray is a shower head.

b. Consumption tolerances shall be determined from referenced standards.

c. A dual flush water closet where one third of the sum of the high flush volume plus twice the low flush volume is less than or equal to 1.28 gallons per flush.

d. The total flow of all shower heads in each shower compartment or bathing unit, in residential occupancies, shall be limited to 3 gpm operating simultaneously.

604.4.1 WaterSense program label required.

Showerheads, private lavatory faucets, water closets and for urinals, the urinal flush valve or fixture/valve combination, shall meet the specifications required for the WaterSense program label and shall bear such label, or shall be approved in accordance with this code.

604.5 Size of fixture supply.

The minimum size of a fixture supply pipe shall be as shown in

Table 604.5

. The fixture supply pipe shall terminate not more than 24 inches (610 mm) from the point of connection to the fixture. Each fixture supply shall have a stop valve. A reduced-size flexible water connector installed between the supply pipe and the fixture shall be of an approved

type. The connector shall be used singularly. Coupling of two or more connectors shall not be allowed. The supply pipe shall extend to the floor or wall adjacent to the fixture. The minimum size of individual distribution lines utilized in parallel water distribution systems shall be as shown in

Table 604.5

.

Table 604.5 Minimum Sizes of Fixture Water Supply Pipes

Fixture 

Minimum Pipe Size (inch)

Bathtubs

1/2

Bidet

3/8

Combination sink and tray

1/2

Dishwasher, domestic

1/2

Drinking fountain

3/8

Hose bibbs

1/2

Kitchen sink

1/2

Laundry, 1, 2 or 3 compartments

1/2

Lavatory

3/8

Shower, single head

1/2

Sinks, flushing rim

3/4

Sinks, service

1/2

Urinal, flush tank

1/2

Urinal, flushometer valve

3/4

Wall hydrant

1/2

Water closet, flush tank

3/8

Water closet, flushometer tank

3/8

Water closet, flushometer valve

1

Water closet, one piece

1/2

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kPa.

604.6 Variable street pressures.

Where street water main pressures fluctuate, the building water distribution system shall be designed for the minimum pressure available.

604.7 Inadequate water pressure.

Wherever water pressure from the street main or other source of supply is insufficient to provide flow pressures at fixture outlets as required under Table 604.3, a water pressure booster system conforming to Section 606.5 shall be installed on the building water supply system.

604.8 Water pressure-reducing valve or regulator.

Where water pressure within a building exceeds 85 psi (586 kPa) static, an approved valve conforming to ASSE 1003 or CSA B356 with strainer shall be installed to reduce the pressure in the building water distribution piping to not greater than 85 psi (586 kPa) static.

Exception: Service lines to sill cocks and outside hydrants, and main supply risers where pressure from the mains is reduced to 85 psi (586 kPa) or less at individual fixtures.

604.8.1 Valve design.

The pressure-reducing valve shall be designed to remain open to permit 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 without breaking a pipeline or removing the valve and strainer from the pipeline.

604.9 Water hammer.

The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. A water-hammer arrestor shall be installed where quick-closing valves

are utilized and when otherwise required by this code. Water-hammer arrestors shall be installed in accordance with the manufacturer's instructions. Water-hammer arrestors shall conform to ASSE 1010.

604.10 Reserved.

604.11 Individual pressure balancing in-line valves for individual fixture fittings.

Where individual pressure balancing in-line valves for individual fixture fittings are installed, such valves shall comply with ASSE 1066. Such valves shall be installed in an accessible location and shall not be utilized alone as a substitute for the balanced pressure, thermostatic or combination shower valves required in Section 424.3.