SPS 384.20(5)(m)1.a.a. Enameled cast iron sinks shall conform to ASME A112.19.1M.
SPS 384.20(5)(m)1.b. b. Vitreous china sinks shall conform to ASME A112.19.2.
SPS 384.20(5)(m)1.c. c. Stainless steel sinks shall conform to ASME A112.19.3.
SPS 384.20(5)(m)1.d. d. Porcelain enameled formed steel sinks shall conform to ASME A112.19.4.
SPS 384.20(5)(m)1.e. e. Plastic sinks shall conform to ANSI Z124.6.
SPS 384.20(5)(m)2. 2. Sinks shall be provided with waste outlets not less than 1½ inches in diameter.
SPS 384.20(5)(n) (n) Urinals.
SPS 384.20(5)(n)1.a.a. Vitreous china urinals shall conform to ASME A112.19.2.
SPS 384.20(5)(n)1.b. b. Plastic urinals shall conform to ANSI Z124.9.
SPS 384.20(5)(n)2. 2. A urinal may not be located closer than 15 inches from its center to any side wall, partition, vanity or other obstruction, nor closer than 30 inches center to center, between urinals.
SPS 384.20 Note Note: See ch. SPS 384 Appendix for further explanatory material.
SPS 384.20(5)(n)3. 3. Stall type urinals shall be set into the floor and the floor shall be pitched toward the fixture.
SPS 384.20(5)(n)4. 4. Automatic siphon urinal flush tanks may not be installed.
SPS 384.20(5)(n)5. 5. Pressurized flushing devices to serve urinals shall conform to ASSE 1037.
SPS 384.20(5)(o) (o) Water closets.
SPS 384.20(5)(o)1.a.a. Vitreous china water closets shall conform to ASME A112.19.2.
SPS 384.20(5)(o)1.b. b. Plastic water closets shall conform to ANSI Z124.4.
SPS 384.20(5)(o)2. 2. Except as permitted in subd. 3., all water closets required to be provided in public buildings and places of employment shall be of an elongated bowl type, and provided with either:
SPS 384.20(5)(o)2.a. a. Hinged, open-front seats without covers; or
SPS 384.20(5)(o)2.b. b. Hinged, closed-front seats, without covers, which are encased with a continuous plastic sleeve capable of providing a clean surface for every user.
SPS 384.20(5)(o)3.a.a. Water closets provided in day care centers, individual living units or sleeping units of residential occupancies may be of a round-bowl type with a hinged, closed front seat with or without a cover.
SPS 384.20(5)(o)3.b. b. Water closets provided in prisons or correctional institutions may be of a round-bowl type, with or without a seat or cover.
SPS 384.20(5)(o)4. 4. A water closet may not be located closer than 15 inches from its center to any side wall, partition, vanity, or other obstruction, nor closer than 30 inches center to center, between water closets. There shall be at least 24 inches clearance in front of a water closet to any wall, fixture or door.
SPS 384.20 Note Note: See ch. SPS 384 Appendix for further explanatory material.
SPS 384.20(5)(o)5. 5. No person may install or maintain pan, plunger, offset washout, washout, long hopper, frostproof and other types of water closets having invisible seals or unventilated spaces or walls not thoroughly cleansed at each flushing.
SPS 384.20(5)(o)6. 6. Each water closet shall be individually equipped with a flushing device. Pressurized flushing devices shall conform to ASSE 1037. All flushing devices shall be readily accessible for maintenance and repair. Ballcocks and fill valves shall be of the anti-siphon type and shall conform to ASSE 1002. The critical level mark on the ballcock and fill valve shall be located at least one inch above the full opening of the overflow pipe.
SPS 384.20(5)(p) (p) Water heaters.
SPS 384.20(5)(p)1.1. Listed equipment. All water heaters shall bear the label of a listing agency acceptable to the department.
SPS 384.20 Note Note: See ch. SPS 384 Appendix A-384.11 for listing agencies acceptable to the department.
SPS 384.20(5)(p)2. 2. Design.
SPS 384.20(5)(p)2.a.a. All pressurized water heaters and pressurized hot water storage tanks, except those bearing the label of the American Society of Mechanical Engineers, shall be designed and constructed to withstand a minimum test pressure of 150% of the maximum allowable working pressure of the heater or tank.
SPS 384.20(5)(p)2.b. b. All pressurized water heaters and pressurized hot water storage tanks shall be rated for a minimum working pressure of 125 psig.
SPS 384.20(5)(p)2.c. c. A drain valve shall be installed at the lowest point of each water heater and hot water storage tank.
SPS 384.20(5)(p)3. 3. Safety devices.
SPS 384.20(5)(p)3.a.a. Relief valves shall be listed by the American Gas Association, Underwriters Laboratories, Inc. or American Society of Mechanical Engineers when the heat input to a water heater is less than or equal to 200,000 Btu per hour.
SPS 384.20(5)(p)3.b. b. Relief valves shall be listed by the American Society of Mechanical Engineers when the heat input to a water heater exceeds 200,000 Btu per hour.
SPS 384.20(5)(p)3.c. c. Pressure relief valves shall be set to open at either the maximum allowable working pressure rating of the water heater or storage tank or 150 psig, whichever is smaller.
SPS 384.20(5)(p)3.d. d. Temperature and pressure relief valves shall be set to open at a maximum of 210º F and in accordance with subd. 3. c.
SPS 384.20 Note Note: See s. SPS 382.40 (5) (d) 1. concerning the sizing of temperature and pressure relief valves.
SPS 384.20(5)(p)4. 4. Hot water dispensers. Nonpressurized point-of-use water heaters shall conform to ASSE 1023.
SPS 384.20(5)(q) (q) Water meters. A water meter which is used pursuant to s. SPS 383.54 (2) shall conform to AWWA C700, AWWA C701, AWWA C702, AWWA C704, AWWA C706, AWWA C707, AWWA C708, or AWWA C710.
SPS 384.20(5)(r) (r) Water treatment devices.
SPS 384.20(5)(r)1.1. Water softeners shall conform to NSF-44.
SPS 384.20 Note Note: See s. SPS 382.40 for limitations as to the types of water treatment devices which may discharge to a POWTS.
SPS 384.20(5)(r)2.a.a. Except as provided in subd. 2. b., water treatment devices shall function and perform in accordance with the assertions submitted to the department under s. SPS 384.10, relating to rendering inactive or removing contaminants.
SPS 384.20(5)(r)2.b. b. A water treatment device which injects a water treatment compound into a water supply system shall maintain the compound concentration in the system over the working flow rate range and pressure range of the device.
SPS 384.20(5)(r)3. 3. Except as specified in subd. 4., water treatment compounds introduced into the water supply system by a water treatment device shall be listed as an acceptable drinking water additive by a listing agency approved by the department. Listing agencies approved by the department shall include:
SPS 384.20(5)(r)3.a. a. United States environmental protection agency;
SPS 384.20(5)(r)3.b. b. United States food and drug administration; and
SPS 384.20(5)(r)3.c. c. National sanitation foundation.
SPS 384.20(5)(r)4. 4. A water supply system shall be protected from backflow when unlisted water treatment compounds, which may affect the potability of the water, are introduced into the system. The department shall determine the method of backflow protection. Water supply outlets for human use or consumption may not be installed downstream of the introduction of an unlisted water treatment compound.
SPS 384.20(5)(r)5. 5. Water treatment devices designed for contaminated water supplies shall be labeled to identify the following information:
SPS 384.20(5)(r)5.a. a. The name of the manufacturer of the device;
SPS 384.20(5)(r)5.b. b. The device's trade name; and
SPS 384.20(5)(r)5.c. c. The device's model number.
SPS 384.20(5)(s) (s) Other plumbing fixtures, appliances and equipment. Plumbing fixtures, appliances and equipment not specifically covered in this subsection shall conform to the applicable performance standards of chs. SPS 382 to 384.
SPS 384.20(6) (6)Faucets, spouts and fixture supply connectors.
SPS 384.20(6)(a)(a) Except for circular and semi-circular wash fountains, all faucets and showerheads shall conform to ASME A112.18.1 or CAN/CSA B125.
SPS 384.20(6)(b) (b) Circular and semi-circular wash fountains shall conform to the working pressure, burst pressure, discharge rate and product marking requirements of ASME A112.18.1 or CAN/CSA B125.
SPS 384.20(6)(c)1.1. Except as provided in subd. 2., all fixture supply connectors shall be designed and constructed to withstand a minimum pressure of 100 psig at 180ºF.
SPS 384.20(6)(c)2. 2. All fixture supply connectors installed on a cold water supply serving fixtures, appliances and devices that provide <1.0 gpm at each outlet shall be designed and constructed to withstand a minimum pressure of 100 psig at 73.4ºF.
SPS 384.20(6)(d) (d) Hand-held showers shall conform to ASSE 1014.
SPS 384.20 History History: Cr. Register, May, 1988, No. 389, eff. 6-1-88; r. (5) (m) 2. to 5., cr. (5) (m) 2. and 3., renum. (5) (m) 7. and 8. to be (5) (m) 4. and 5., Register, March, 1991, No. 423, eff. 4-1-91; am. (5) (l) 1. and (m) 1. a., Register, April, 1992, No. 436, eff. 5-1-92; renum. (5) (o) and (p) to be (5) (p) and (q), cr. (5) (l) 5., (n) 1. d. and (o), am. (5) (m) 6., (n) 1. b. and c., Register, February, 1994, No. 458, eff. 3-1-94; emerg. r. (3) (a) 3., eff. 5-12-94; r. (3) (a) 3., Register, October, 1994, No. 466, eff. 11-1-94; correction in (5) (m) 3. made under s. 13.93 (2m) (b) 7., Stats; renum. (5) (j) to (q) to be (5) (k) to (r) and cr. (5) (j), Register, April, 2000, No. 532, eff. 7-1-00; renum. (2) to be (2) (a) and am., (5) (d) to (r) to be (5) (e) to (s) and am. (5) (f), (j) 1. a. to d., (m) 1. and 2., (n) 1. and 2., (o) 1. a., (6) (a) and (b), (r) 1., (5) (L) 2. and renum. 3. to 5. to be 2. to 4.; am. (4) (b) 2., cr. (2) (b), (5) (d), (m) 1. e., (n) 1. b.; r. and recr. (4) (b) 9., Register, December, 2000, No. 540, eff. 1-1-01; CR 01-139: am. (5) (o) 2. b. and 3. Register June 2002 No. 558, eff. 7-1-02; correction in (5) (q) made under s. 13.93 (2m) (b) 7., Stats., Register June 2002 No. 558; CR 02-002: am. (5) (n) 2., r. and recr. (6) (c) Register April 2003 No. 568, eff. 5-1-03; CR 02-129: r. (5) (h) 3., renum. (5) (h) 4. to be 3. Register January 2004 No. 577, eff. 2-1-04; CR 04-035: am. (5) (p) 1. Register November 2004 No. 587, eff. 12-1-04; CR 08-055: am. (3) (b) 2. to 8., (5) (b) 1. c., (n) 1. a., b., (o) 1. a., 2. b. and (p) 2. c., r. and recr. (5) (o) 3. Register February 2009 No. 638, eff. 3-1-09; CR 10-064: am. (5) (f) 1., (L) 1., (m) 1. b., (n) 1. a., (o) 1. a., (6) (a), (b), r. (6) (d), renum. (6) (e) to be (6) (d) Register December 2010 No. 660, eff. 1-1-11; correction in (3) (b) 7., 8., (4) (b) 9. c., (5) (k), (q), (r) 2. a., (s) made under s. 13.92 (4) (b) 7., Stats., Register December 2011 No. 672; CR 17-065: am. (5) (s) Register June 2018 No. 750, eff. 7-1-18.
SPS 384.25 SPS 384.25POWTS holding components or treatment components.
SPS 384.25(1)(1)General. All POWTS holding components or treatment components shall conform to the requirements of this section.
SPS 384.25(2) (2)Water tightness.
SPS 384.25(2)(a)(a) General. Tank assemblies, including fittings and access openings, shall be manufactured to be water tight as required under this subsection.
SPS 384.25(2)(b) (b) Concrete tanks.
SPS 384.25(2)(b)1.1. Where concrete tanks are required to have covers, the tanks shall meet one of the following requirements:
SPS 384.25(2)(b)1.a. a. Withstand a vacuum of at least 2 inches of mercury for 60 minutes, without loss of pressure.
SPS 384.25(2)(b)1.b. b. Hold water for one hour, without leakage after the tank has been filled with water to the top of the cover and let stand for 24 hours, then refilled to the top of the cover.
SPS 384.25(2)(b)2. 2. Concrete tanks that are not required to have a cover shall hold water for one hour, without leakage after the tank has been filled with water and let stand for 24 hours, then refilled to the highest liquid level required to be held in the tank.
SPS 384.25(2)(c) (c) Steel tanks.
SPS 384.25(2)(c)1.1. Steel tanks that are required to have a cover shall be capable of withstanding one of the following requirements:
SPS 384.25(2)(c)1.a. a. An internal air pressure of at least 5 psig for 15 minutes, without loss of pressure.
SPS 384.25(2)(c)1.b. b. An internal water pressure of at least 5 psig for 60 minutes, without loss of pressure.
SPS 384.25(2)(c)2. 2. Steel tanks that are not required to have a cover shall be capable of holding water after being filled to their inlet or outlet, whichever is higher, for 24 hours without loss of water.
SPS 384.25(2)(d) (d) Tanks constructed of materials other than concrete or steel.
SPS 384.25(2)(d)1.1. Tanks constructed of materials other than concrete or steel that are required to have a cover shall be capable of withstanding one of the following requirements:
SPS 384.25(2)(d)1.a. a. A vacuum of at least 2 inches of mercury for 60 minutes, without loss of pressure.
SPS 384.25(2)(d)1.b. b. An internal air pressure of at least 5 psig for 15 minutes, without loss of pressure.
SPS 384.25(2)(d)1.c. c. An internal water pressure of at least 5 psig for 60 minutes, without loss of pressure.
SPS 384.25(2)(d)2. 2. Tanks constructed of materials other than concrete or steel that are not required to have a cover shall be capable of holding water after being filled to their inlet or outlet, whichever is higher, for one hour without loss of water.
SPS 384.25(3) (3)Strength. Tank assemblies, including fittings and access openings, shall be capable of withstanding loads and pressures that the tanks are intended to encounter and remain watertight.
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Published under s. 35.93, Stats. Updated on the first day of each month. Entire code is always current. The Register date on each page is the date the chapter was last published.