This is the preview version of the Wisconsin State Legislature site.
Please see http://docs.legis.wisconsin.gov for the production version.
Graph A-382.40 (7)-4
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Galvanized Steel Pipe-Schedule 40, ASTM A53, ASTM A120; (C = 125)
Graph A-382.40 (7)-5
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Polybutylene Tubing, ASTM D3309; or CPVC Tubing, ASTM D2846; (C = 150)
Graph A-382.40 (7)-6
PRESSURE LOSSES DUE TO FLOW FRICTION
- See PDF for diagram PDFMaterial: Crosslinked Polyethylene (PEX) Tubing, ASTM F876; (C = 150)
Graph A-382.40 (7)-7
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Polyethylene Tubing, Copper Tube Size, ASTM D2737; (C = 150)
Graph A-382.40 (7)-8
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: ABS Pipe-Schedule 40; ASTM D1527; or
CPVC Pipe-Schedule 40; ASTM F441; or
PE Pipe-Schedule 40; ASTM D2104; ASTM D2447; or
PVC Pipe-Schedule 40; ASTM D1785; ASTM D2672; (C =150)
Graph A-382.40 (7)-9
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Copper Tube-Type M, ASTM B88; (C = 150)
Graph A-382.40 (7)-10
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Polyethylene Aluminum Polyethylene Tubing (PexAlPex), ASTM F1281; (C = 150)
Graph A-382.40 (7)-11
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: CPVC Tubing, SDR 13.5; ASTM F442; (C = 150)
A-382.41 (3) CROSS CONNECTION CONTROL HISTORY.
Cross Connection Control History Table - See PDF for table PDF
A-382.41 (5) (a) AIR-GAP. An air-gap for cross connection control for water supply systems conforming to ASME 112.1.2.
Section SPS 381.01 (7) reads: “`Air-gap, water supply system,' means the unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe or faucet supplying water to a tank or plumbing fixture and the flood level rim or spill level of the receptacle.”
A pipe/spout that terminates with its outlet above the flood level rim of a receptacle/fixture:
1.   Shall terminate a minimum of one inch above the flood level rim of the receptacle/fixture, or
2.   Shall terminate a minimum distance of two times the diameter of the effective opening from the end of the pipe/spout to the flood level rim of the receptacle/fixture.
Note: In any case, regardless if the end of the pipe/spout is cut square or at an angle, the air-gap is the distance between the lowest end of the pipe/spout and the flood level rim of the receptacle/fixture.
The following water supply air-gap, although the least desirable, is acceptable to the ASME 112.1.2 standard. A pipe/spout that terminates with its outlet completely below the flood level rim of a receptacle/fixture:
1.   Must have an opening in the receptacle/fixture that discharges to the atmosphere through an air-gap.
2.   This air-gap must be located as close as possible to the receptacle/fixture.
3.   The rate of discharge through this opening as compared to the rate of water entering the receptacle/fixture establishes a “spill level” that is the level at which water entering the receptacle/fixture seeks a balance and does not raise any higher. (A level is established where the flow of water entering equals the flow of water exiting.)
4.   The distance then, between this established “spill level” and the end of the lowest water supply pipe/spout, is the air-gap.
5.   The minimum air-gap (“Y”) is the distance between the supply pipe/spout and the “spill level” established in the receptacle/fixture.
6.   The “spill level” shall be a distance no greater that one half of the distance measured as “Y,” (½ “Y”) above the discharge opening in the receptacle/fixture. Therefore, the air-gap between the supply pipe/spout and the highest portion of the opening that discharges to the atmosphere shall be a distance no greater than one and one half “Y” (1 ½ “Y”).
Note: In any case, regardless if the end of the pipe/spout is cut square or at an angle, the air-gap is the distance between the lowest end of the pipe/spout and the “spill level” of the receptacle/fixture.
The measurement for this air-gap, however, could be as much as 3 times the diameter of the pipe/spout depending upon the number of near walls. The distance of a near wall is a relationship to the diameter of the pipe/spout and the measurement from the wall to the closest side of the pipe/spout:
1.   If there is one near wall, and the distance between that near wall and the closest edge of the supply pipe/spout is greater than 3 times the diameter of the supply pipe/spout, then the minimum air-gap is 2 times the diameter of the supply pipe/spout.
2.   If there is one near wall, and the distance to the closest edge of the supply pipe/spout is less than 3 times the diameter of the pipe/spout, then the minimum air-gap is 3 times the diameter of the supply pipe/spout.
3.   If there are 2 near walls, and the distance between the near wall(s) and closest edge of the supply pipe/spout is greater than 4 times the diameter of the supply pipe/spout, then the minimum air-gap is 2 times the diameter of the supply pipe/spout.
4.   If there are 2 near walls, and the distance to the closest edge of the supply pipe/spout is less than 4 times the diameter of the supply pipe/spout, then the minimum air-gap is 3 times the diameter of the supply pipe/spout.
It has been determined that 2 or more near walls generally have little effect on the need to increase the air-gap to more than 3 times the diameter of the supply pipe/spout.
Note: See the following sketches as examples of an air-gap with pipe/spouts terminating above the flood level rim of the receptacle/fixture, of an air-gap with pipe/spouts terminating below the flood level rim of the receptacle/fixture and of an air-gap with pipe/spouts when terminating by one near wall.
A-382.41 (5)-1. Air-gap with pipe/spout(s) above flood level rim of receptacle/fixture.
WATER SUPPLY AIR-GAP ASME 112.1.2
A-382.41 (5)-2. AIR-GAP WITH PIPE/SPOUT(S) BELOW FLOOD LEVEL RIM OF RECEPTACLE/FIXTURE.
A PARTIAL TABLE FOR THE SELECTION OF BACKFLOW PROTECTION * - See PDF for table PDF
*Any situation may be subject to an alternate approval.
1 If less than 15 pounds steam or 30 pounds water and nontoxic chemicals.
2 If greater than 15 pounds steam or 30 pounds water and toxic chemicals.
3 Requires backflow protection even if there is a plain end spout.
4 Requires separate water supply terminating without a hose thread, or the manufacturer must provide a bleed device to connect to the janitor sink faucet spout.
5 Or, provide bottled water conversion unit.
6 For outlets other than the required ASSE 1019 hydrants.
7 If provided with hose threads or serrated nipple.
8 Faucet meeting ASME A112.18.1M that includes backflow protection requirements.
9 Hydrants that bleed into the ground and hydrants that are flush with the grade are prohibited.
A-382.41 (5) (f)-1. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.
A-382.41 (5) (f)-2. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.
A-382.41 (5) (f)-3. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.
A-382.41 (5) (f)-4. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.
A-382.41 (5) (f)-5. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.
A-382.50 (3) (b) 5. OPTIONS FOR TEMPERATURE CONTROL IN HEALTH CARE FACILITIES. The following sketches provide options for fail safe installations at the bathing and shower fixture and temperature control at handwashing fixtures.
Option 1. Fail safe solenoid provided at main mixer meeting ASSE 1017, pressure balanced tub/shower valve meeting ASSE 1016 and limit stop faucets at lavatory and kitchen sink.
  Option 2. Fail safe solenoid provided at main mixer meeting ASSE 1017, pressure balanced tub/shower valve meeting ASSE 1016 and thermostatic mixer meeting ASSE 1016 at lavatory and kitchen sink faucets.
Option 3. Fail safe solenoid provided at main mixer meeting ASSE 1017, thermostatic tub/shower valve meeting ASSE 1016 and limit stop faucets at lavatory and kitchen sink.
Option 4. Fail safe solenoid provided at main mixer meeting ASSE 1017, combination thermostatic/pressure balance mixing valve meeting ASSE 1016 and limit stop faucets at lavatory and kitchen sink.
Loading...
Loading...
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.