## ASME A 112.18.1-19 q4

-6.5 Flow Capacity Test
6.5.1 Test Procedure (a) The plumbing fitting shall be connected' tosmooth interior pipe or tubing at least 20 inside diameters long at the inlet(s) and at the outlet, if the fitting does not discharge to atmosphere

. The fittings to be tested shall be connected to pipe or tubing ofthe same nominal pipe size as the fitting inlet. Recommended test setups are shown in Fig

. 3. For testing to comply with the maximum flow rates specified in Table 3, standard accessories shall be included.For compliance with the minimum flow rates specified in Table 3, standard accessories shall be removed

. Accessories, when supplied separately, shall be tested as separate devices on a pipe or tube size used to connect commercially available fittings that will accept the accessory. (b) The test may be made with between 40°F (4°C) and 150°F (65°C) water as per the intended end use of the fitting

. The test pressure for minimum shall be 20 psig (140 kPa) at the inlet when water is flowing. The test pressure for maximum shall be 60 psig (410 kPa) for faucets and 80 psi (550 kPa) for showerheads at the inlet when water is flowing. All fittingsshall be tested at the maximum flow setting, if adjustable, with both hot and cold water valves open on combination fittings. (c) The fitting shall be thoroughly flushed before measuring the flow rate.

(d) The upstream pressure tap(s ) and downstream pressure tap (if required ) shall be located as shown in Fig. 3

. Pressure tat) size and configuration shall conform with ASME PTC 19.2. Transducers or gauges shall be calibrated as per PTC 19.2. (e) If a fluid meter is used to measure flow rate, the installation shall be in accordance with ASME PTC Supplement 19.5. The minimum and maximum rates of flow shall meet the requirements listed in Table 3 at- the flowing, supply pressure(s) stated in (b) above. 

# ,sn1F A 

# 112. 18

## .1 M

# -/qq6

6.5 Flow Capacity Test 6.5.1 Test Procedure (a) The plumbing fitting shall be connected to smooth interior pipe or tubing at least 20 inside diameters long at the inlet(s) and at the outlet
, if the fitting does not discharge to atmosphere

. The fittings to be tested shall be connected to pipe or tubing of the same nominal-pipe size as the fitting inlet

. Recommended test setups are shown in Fig. 3

. For testing to comply with the maximum flow rates specified in Table 3, standard accessories shall be included

. For compliance with the minimum flow ratesspecified in Table 3, standard accessories shall be removed

. Accessories , when supplied separately
, shall be tested as separate devices on a pipe or tube size used to connect commercially available fittings that will accept the accessory. (b) The test may be made with between 4°C (40°F) and 66°C ( 150°F) water as per the intended end use of the fitting

. The test pressure for minimum shall be 138 kPa gage (20 prig) at the inlet when water is flowing. The test pressure for maximum shall be 413 kPa gage (60 psig) for faucets and 550 kPa gage (80 psig) forshowerheads at the inlet when water is flowing. All fittings shall be tested at the maximum flow setting, if adjustable, with both hot and cold water valves open on combination fittings.(c) The fitting shall be thoroughly flushed before measuring the flow rate. (d) The upstream pressure tap(s) and downstream pressure tap (if required) shall be located as shown in Fig. 3. Pressure tap size and configuration shall conform with ASME PTC 19.2. Transducers or gauges shall be calibrated in accordance with PTC 19.2. (e) If a fluid meter is used to measure flow rate, theinstallation shall be in accordance with ASME PTC Supplement 19.5. The minimum and maximum rates of flow shall meet the requirements listed in Table 3 at the flowing supply pressure(s) stated in (b) above.

## ,AsME 4II2.J&JM-)994-

TABLE 3 MINIMUM AND MAXIMUM FLOW RATES
Minimum Maximum
Fittings gpm L/min gpm L/min
Lavatory faucet None None 2.2 8.4 Public lavatory faucet (other than metering) None None 0.5 1.92

Metering faucet None None 0.25 gal/cycle, 0.946 L/cycle Sink faucet None None 2.2 8.4 Shower head' Bathtub/shower faucets None None 2.5 9.6

Single -handle 2.4 9.0 None None Two-handle Utility faucets - 4.0 15.0 None None

Service sink 4.0 15.0 None None Lawn and sediment 4.0 15.0 None None Laundry tray Supply stops., - 4.0 15.0 None None

V in. (pipe) 5.5 21.0 None None

. 3/, in. (compression) 4.0 15.0 None None

'/2 in. (pipe) 9.5 36.0 None None 

# AsNF / IJ2.1 4M--tc/c16

TABLE 3 MINIMUM AND MAXIMUM FLOW RATES
Minimum Maximum Fittings L/min gpm L/min gpm Lavatory faucet None None 8.4 2.2 Public lavatory faucet None None 1.92 0.5 (other than metering) Metering faucet None None 0.946 L/cycle 0.25 gal/cycle Sink faucet None None 8.4 2.2 Shower head' None None 9.6 2.5 Bathtub/shower faucets Single-handle 9.0 2.4 None None Two-handle 15.0 4.0 None None Utility faucets Service sink 15.0 4.0 None None Lawn and sediment 15.0 4.0 None None Laundry tray 15.0 4.0 None None Supply stops2 - 3/9 (pipe) 21.0 5.5 None None 3/9 (compression) 15.0 4.0 None None '/2 (pipe) 36.0 9.5 None None

'NOTES: NOTES: (1) Includes hand-held sprays. (1) Includes hand-held sprays. (2) Supply stop flow rate sizing shall be based on the nominal size for the model as indicated (2) Supply stop flow rate sizing shall be based on the nominal size for the model as indicated in the manufacturer's supporting literature. in the manufacturer's supporting literature.

# A

# S'ME A112. 19. 

# 6

- 149 

## 0 

# ASwiE A1 

# 12. ►9,6-1995

"7.1.2 Test Apparatus and General Instructions. During all tests, pressure measuring methods and instruments shall conform to the intent of ASME PTC 19.2. All flow measuring methods and instrumentsshall conform to the intent of ASME Interim Supplement 19 .5, Part II of Fluid Meters. the principle features of the test apparatus are shown in Figs . A-i, A-2A, and A-7 in Appendix A. Listed below are preparations and general instructions for testing. 7.1.2.1 Before connecting and testing fixtures, the water supply system shall be standardized in accordance with the procedures specified by Figs. A2A and A-2B with associated notes and procedures and A.1 of Appendix A.
7.1.2.2 The cim--ef-the bowl shall be level, the trap and outlet clear, and the bowl filled to trap weir level before making each test run. 7.1.2.3 Unit Adjustment . Test pressures for the individual laboratory tests for tank-type and flushometer-type closets shall be set in accordance with Table 1. (a) Gravity-Type Flush Tank Water Closets. At each supply pressure specified for the individual tests for gravity-type flush tank water closets, the water level in the tank 'and the fill time shall be adjusted according to the manufacturer's instructions and specifications for the tank. In the absence of such instructions and specifications, the tank shall be filled to the water line where marked or, in the absence of a mark, to a point 1 in. (25 mm) below top of highest point of the overflow, and the supply fill valve (ballcock) shall be set in the full flow position. Water closets which require special supply pressures shall be adjusted in accordance with manufacturer's instructions . This requirement shall apply for all tests. (b) Testing One Piece Water Closets. Testing shall be done in accordance with manufacturer' s instructions . In the absence of manufacturer' s instructions, the unit shall be tested at 20 psig static pressure. (c) Flushometer Valve Water Closets. At each flowing pressure specified for individual tests for.flushometer (pressurized flushing device) type water closets , the stop shall be adjusted to the manufacturer's instructions and specifications. In-the

-absence of such instructions and specifications, the stop shall be adjusted to deliver a peak flow rate of 25 gal/min (94.6 Llmin) for siphonic bowls and 35 galimin (132.5 L/min) for blowout bowls. 7.1.2 Test Apparatus and General Instructions. During all tests, pressure measuring methods and instruments shall conform to the intent of ASME PTC 19.2. All flow measuring methods and instrumentsshall conform to the intent of ASME Interim Supplement 19.5. Part II of Fluid Meters. The principal features of the test apparatus are shown in Figs. A- 1, A-2A, and A-7 in Appendix A. Listed below are preparations and general instructions for testing. 7.1.2.1 Before connecting and testing fixtures, the water supply system shall be standardized in accordance with the procedures specified by. Figs. A2A and A-2B with associated notes and procedures and A.1 of Appendix A. 7.1.2.2 The bowl shall be placed on a flat, level surface, the trap and outlet clear, and the bowl filled to trap weir level before making each test run.
7.1.2.3 Unit Adjustment. Test pressure for theindividual laboratory. tests for tank-type and -flushometer-type closets shall be set in accordance with Table 1. (a) Gravity-Type Flush Tank Water Closets. At each supply pressure specified for the individual tests for gravity-type flush tank water closets, the water level in the tank and the fill time shall be adjusted according to the manufacturer's instructions and specifications for the tank. In the absence of such instructions and specifications, the tank shall be filled to the water line where marker'or, in the absence of a mark, to a point 1 in. (25 mm) below top of highestpoint of the overflow, and the supply fill valve (ballcock) shall be set in the full flow position. Water closets which require special supply pressures shall be adjusted in accordance with manufacturer' s instructions. This requirement shall apply for all tests. (b) Testing One-Piece Water Closets. Testing shallbe done in accordance with manufacturer's instructions. In the absence of manufacturer's instructions, the unit shall be tested at 20 psig static pressure. (c) Flushometer Valve Water Closets. At each test pressure specified for individual tests for flushometer (pressurized flushing device) type water closets, thestop shall be adjusted to the manufacturer's instructions and specifications.

### . .,,.u,,. b- ► 7y U



### 7.1.6 Water Consumption and Hydraulic Characteristics 7.1.6.1 Total Flush Volume and Cycle Time Test

. Measurement of consumption shall only be necessary for Water Saving and Low Consumption Closet Types. (a) • Test Method (1) Apparatus (see Fig. A-1). The receiving vessel may be calibrated either by volume in increments not exceeding 0.1 gal (0.4 L) or placed on a load cell with readout in increments not exceeding 0.1 gal (0.4 L). A-stop-watch-or electric timer graduated in increruents

-not-greater than 0

. 1 seconds shall be used to measure time. (2) Procedure. Observe the static pressure, then trip- the flush release device and start the stop watch or-electric timer. Observe the flow pressure (minimum value). Also, observe peak flow rate indicated by the flow meter (see Fig. A-1 and Table A-5). When the main flush is completed , as indicated by cessation of the trailing flow which occurs at the end of the principle discharge, observe the volume received in the vessel (main flush volume). Again observe the volume (total flush volume) after cessation of flow of - the excess trap refill water (after flow) occurs subsequent to the first observation. When the supply valve is completely shut off, stop the stop watch or timer and observe elapsed time (cycle time). Determine the amount of excess trap refill (afterflow) by subtracting the main flush volume from the total flush volume. Measure trap seal restoration (see 7.1.6.3 for procedure). This completes one test run. Repeat the procedure until three sets of data are obtained for each test pressure. (3) Report. Static pressure , peak supply flow rate, minimum flow pressure , cycle time
, main and total flush volumes, and afterflow shall be reported in a format similar to Table A-5. (See Fig. A-5.) (b) Performance Requirements (1) Average water consumption (total flush) of Water-Saving Closets over the range of test pressures specified by Table 1 for para. 7.1.6.1 shall not exceed 3.5 gal (13.5 L). The consumption shall not exceed 4.0 gal (15.1 L) at any one test pressure (based upon average values from the three-run test sets).(2) Average water consumption (total flush volume) of Low Consumption Closets over the range of test pressures specified by Table 1 for para. 7.1.6.1 shall not exceed 1.6. gal (6.0 L) The consumption shall not exceed 2.0 gal (7.6 L) at any one test pressure (based upon average values from the three-run test sets.) (3) Cycle time shall not exceed 3 minutes at any static pressure over the range of 20 to 80 psig (0.14 to 0.55 MPa). -ASME A 112, 

## (9.6-1995

7.1.6 Water Consumption and Hydraulic Characteristics _ 7.1.6.1 Water Consumption Test. The measurement of consumption shall only be necessary for water-saving and low-consumption water closets. (a) Test Method (1) Apparatus. A test apparatus shall be assembled. A suggested method is shown in Fig. A-1. The receiving vessel shall be permitted to be tested witheither a vessel which is calibrated in volume increments not exceeding 0.1 gal. (0.4 L) or with the use of a load cell with readout in increments not exceeding 10.1 gal. (0.4 L). (2) Procedure. The static pressure shall be observed, then the flush release device shall be tripped. The flow pressure (minimum value) shall.be observed. Peak flow rates as indicated by the flow meter shall i, also be observed. When the main flush is completed, as indicated by cessation of the trailing flow which occurs at the end of the principle discharge, the volume received in the vessel (main flush volume) shall be observed. Again the volume (total flush volume) shall be observed after cessation of flow of the excess trap refill water (after
flow) occurs
, subsequent to the first observation. Theamount of excess trap refill (after flow) shall be determined by subtracting the main flush volume from the total flush volume . Trap seal restoration shall be measured (see para. 7.1.6.3 for procedure). This shall complete one test run. The procedure shall be repeated until three sets of data are obtained for each test pressure specified in Table 1. (3) Report. Static pressure, peak supply flow rate, minimum flow pressure, main and total flush volume, and after flow shall be reported in a format similar to Table A-5 and Fig. A-5. (b) Performance Requirements (1) The average water consumption (total flush volume) of low-consumption water closets over the range of test procedures specified in Table 1 for para. 7.1.6.1 shall not exceed 1.6 gal. (6.0 L) and the water } consumption shall not exceed 2.0 gal. (7.6 L) at any one test pressure (based upon average values from the three-run test sets). (2) The average water consumption (total flush volume) of water-saving water closets over the range of test pressures specified in Table 1 for para. 7.1.6.1 shall not exceed 3.5 gal. (13.5 Q. The water consumption shall not exceed 4.0 gal. (15.1 L) at any one test pressure (based upon average values from the three

-run test sets). (3) Cycle time shall not exceed 3 min atany staticpressure over the range of 20 to 80 psig.(0.14 to 0.55- MPa).

## A-"F- A llz.1 tJ -)990

7.1.6.2 Trap Seal Depth Determination (a)Test Method 

### (1) Apparatus. Fig. A-4 depicts a suggested ap- s paratus for determining trap seal depth. (2) Procedure.' Layer probe until horizontal element is resting against the bottom of the trap dip. Observe corresponding scale value, ht. Then disengage horizontal element from trap dip. Elevate probepoint to approximately the water surface corresponding to a full trap seal. Pour water slowly in well until slight overfill is indicated by dripping from the bowl outlet. When dripping ceases, adjust probe so that point is at water surface. Observe corresponding scale value, h2. Calculate full trap seal depth by Ht = h2 - ht. Only one determination need be made. (3) Report. The values of h t, h2, and Hf described above shall be reported in Table A-6. (b)' Performance Requirement. The trap seal shall

assure protection against suction and back pressure in the sanitary drainage system and against destruction from evaporation during normal periods of nonuse. A full seal depth not less than that specified in ASME A112.19.2M shall be deemed adequate to satisfy this requirement. 7.1.6.3 Trap Seal Restoration (a) Test Method3 (1) Procedure. When making the tests specified in 7.1.3.1, 7.1.3.2, and 7.1.6.1, make observations for trap seal restoration after flushing. The appearance of overflow in the drain following the main flush shall be a sufficient indication of adequate trap seal restoration. If no overflow is observed, residual trap seal depth shall be measured by the procedure described in 7.1.6.2( a), omitting the addition of water to the well. Calculate residual trap seal' depth by H, = h, (see Fig. A-4). (2) Report. Reper whether afterflow is observed following each initial flush in the specified tests. Report measured residual trap seal depth if no afterflow is observed. See Table A-6 for an acceptable format. (b) Performance Requirement. Residual trap seal (average of each multiple-run test set) shall be not less than the values given in ASME A112.19.2M as applicable. 

# Asp e Atl2 )9.6- 995

7.1.6.2 Trap Seal *Depth Determination (a) Test Method (1) Apparatus. Fig. A-4 depicts a suggested apparatus for determining trap seal depth. (2) Procedure. 2 The probe shall be lowered until horizontal element is resting against the bottom of the trap dip. The corresponding scale value, ht shall be observed. Then the horizontal element shall be disengaged from the trap dip. The probe point shall be elevated to approximately the water surface corresponding to a full trap seal. Water shall be pouredslowly in well until slight overfill is indicated by dripping from the bowl outlet. When dripping ceases, the probe shall be adjusted so that the point is at the water surface. The corresponding scale value, h2 shall be observed. Calculate full trap seal depth by Hj= h, - h,

'For bowls with jet opening above trap dip, measure residual trap seal depth by the amount of back pressure required to cause air to pass through the seal. This procedure may yield results of approximately d:6 mm ('/. in.). (3) Report. The values of h,, h2, and Hjdescribed above shall be reported in Table A-6. (b) Performance Requirement. The trap seal shall assure. protection against suction and back pressurein the sanitary drainage system and against destruction from evaporation during normal periods of nonuse. A full seal depth not less than that specified inASME Al 12-19.2M shall be deemed adequate to satisfy this requirement. 7.1.6.3 Trap Seal Restoration (a) Test Method (1) Procedure. When making the test specified in paras. 7.1.3.1, 7.1.3.2, and 7.1.6.1, observations for trap seal restoration shall be made after flushing. The appearance of overflow in the drain followingthe main flush shall be a sufficient indication of adequate trap seal restoration. If no overflow is observed, residual trap seal depth shall be measured by the procedure described in para. 7.1.6.2(a), omitting the addition of water to the well. The residual trap seal depth shall be calculated by
H,=h3-ht
For bowls with jet opening above trap dip , measure residual trap seal depth by the amount of back pressure required to cause air to pass through the seal, using a procedure similar to A21.1. This test procedure may yield results of approximately ± 1/4 in (6 mm). (see Fig. A-4). (2) Report. If afterflow is observed followingeach initial flush .in the specified tests shall be reported. Measured residual trap seal depth shall be reported if no afterflow is observed . See Table A-6 -for an acceptable format.,

(b) Performance Requirement

. Residual trap se (average of each multiple run test set) shall be no r less than the values given in ASME A112.19.2M as applicable.

# A5/ E Aug. i9^6-129o

8.2 Test Apparatus and General Instructions The principle features of the test apparatus are shown in Fig

. A-2B. Preparations and general instructions for testing shall be as follows. 8.2.1 Before connecting and testing urinals, thewater supply system shall be standardized in accordance with the Procedure For Standardizing WaterSupply System for Testing Flushometer Type Fixtures, with Fig. A-2B and the General Notes for A2B of Appendix A.8.2.2 The urinal shall be plumb, the trap and outlet clear, and if applicable , the urinal shall be filled to trap weir level before making each test run.8.2.3 At the flowing pressure specified for the individual test, the stop valve shall be adjusted in accordance with the Procedure For Standardizing Water Supply System for Testing Flushometer Type Fixtures, with Fig. A-2B and the General Notes for Fig. A-2B. Test pressures for urinals shall be set in accordance with Table 2. 

### GSM A 1t2. (9.6-! fq$

8.2 Test Apparatus and General Instructions The principal features of the test apparatus are shown in Fig. A-2B

. Preparations and general instructions for testing shall be as follows. 821 Before connecting and testing urinals, the water supply shall be standardized in accordance withthe Procedure For Standardizing Water Supply System for Testing Flushometer Type Fixtures
, with Fig. A-2B and the General Notes for A-2B of Appendix A.8.22 The urinal shall be plumb, the trap and outlet clear, and if applicable
, the urinal shall be filled to trap weir level before making each test run.

8.2.3 At the flowing pressure specified for the individual test , the stop valve shall be adjusted in accordance with the Procedure for Standardizing WaterSupply System for Testing Flushometer Type Fixtures, with Fig. A-2B and General Notes for Fig. A2B. Test pressures for urinals shall be set in accordance with Table 2.

## A44 A112. R ,6 -195c>

8.5' WATER CONSUMPTION
8.5.1 Flush Volume 8.5.1.1 Test Method (a) Apparatus. The receiving vessel may be calibrated either by volume in increments not exceeding 0.1 gal (0.4 L) or placed on a load cell with a readout in increments not exceeding 0.1 gal (0.4 L). (b) Procedure. Trip flush release device. Observe the flow pressure. When water ceases to flow from the fixture outlet, observe the volume in the receiving vessel. This completes one test run.

(c) Report. Report the volume for each test using the format of Table A-10. 

## AS

# IA i t t l2



## - c q,6 t

8.5 Water Consumption Test _
The measurement of consumption shall only be necessary for water-saving and low-consumption urinals. (a) Test Method (1) Apparatus. The test apparatus shall be assembled. A suggested method is shown in Fig. A-1. The receiving vessel shall be permitted to be tested with either a vessel calibrated in volume increments not exceeding 0.1 gal. (0.4 L) or with the use of a load cell with readouts in increments not exceeding 0.1 gal. (0.4 L).
(2) Procedure. The static pressure shall be observed, then the flush release device shall be tripped. The flow pressure (miminum value) shall be observed. Peak flow rates as indicated by the flow meter shall also be observed. When the main flush is completed, as indicated by cessation of the trailing flow which occurs at the end of the principal discharge, the volume received in the vessel (main. flush volume) shall be observed. Again the volume (total flush volume) shall be observed after cessation of flow of the excess trap refill water (after flow) occurs, subsequent to the first observation. Theamount of excess trap refill (after flow) shall be determined by subtracting the main flush volume from the total flush volume. Trap seal restoration shall bemeasured (see 7.1.6.3 for procedure). This shall complete one test run. The procedure shall be repeated until three sets of data are obtained for each test pressure specified in
(3) Report. Static pressure, peak supply flow rate, minimum flow pressure, main and total flush volume, and after flow shall be reported in a format similar to Table A-5 and Fig. 5. (b) Performance Requirements- (1) The average water consumption (total flush volume) of low-consumption urinals over the range of test procedures specified in Table 2 for para. 8.5 shall not exceed 1.0 gal. (3.8 L). (2) The average water consumption (total flush volume) of water-saving urinals over the range of test pressures specified in Table 2 for para. 8.5 shall not exceed 1.5 gal. (5.7 Q. Table Z.

# ,ASME A 112. 19'6-1990

TABLE 1 TEST PRESSURES FOR LABORATORY TESTS FOR WATER CLOSETS

Set Pressure ( s), psi (kPa)

Close Coupled All Types Pars. Test (static)

TEST PRESSURES FOR LABORATORY TESTS FOR URINALS Blowout (flowing) (Note 1211

7.1.3.1 Bell 20 (140 kPa) 25 (175 kPa( 15 (105 kPa ) 25 (175 kPa)

7.1.3.2 Granule 20 (140 kPa( 25(175 kPa) 15 (105 kPa) 25 (175 kPa)

7.1.4.1 Ink 20 (140 kPa) 25 (175 kPa) 151105 kPa) 25 1175 kPa)

7.1.5.1 Dye 20 (140 kPa) 25 (175 kPa) 15 (105 kPa) 25 (175kPa)

7.1.6.1 Flush 20 (140 kPa) 25 (175 kPe) 15 (105 kPa ) 351240, 60)

Volume & 50 (350 kPe) 50 (350 kPa) 50(350 kPa)

Cycle Time 80 (550 kPa) 80 (550 kPa) 80 (550 kPa) 80 (550 kPa)

7.1.8.1 Drainline 20 (140 kPa) 25 (175 kPa) 15 (105 kPa ) 25 (175 kPa)

NOTES: (1) Siphon Vortex water closets shall be tested in accordance with manufacturer's instructions or in the absence of instructions, at 25 psi (flowing) (2) Measured at peak flow rates.

TABLE 2

Pars.

7.3

7.4
7.5 Test Flushometer Valve Type

Siphonic Vortex (flowing) (Note 11)) Siphonlc (flowing) (Note (2))

Set Prsminls ) psi (kPa) Flushometsr ( Pressurized Flushing Device) Type Siphonix or Washout (Static)

Rim Wash 25 ( 175 kPa)
Water change 25 (175 kPa)
Water consumption 25, 80 (175, 550 kPa) Blowout (State)
25 (175 kPa)
25 (175 kPe)

25, 80 , ( 175, 550 kPa) 

# As(1E 111I/2 ?r 6-/995

TABLE 1 TEST PRESSURES FOR LABORATORY TESTS FOR WATER CLOSETSI.a.3 -_'i--

Para

. 713.. 7132
7.1.4.1 711 51
71 6.1

7.1.7.1 Flushometer Valve Type

Test All Tank Type' (Staucl Siphonic ; Note 12)1 Blowout INote t2)) Ball 20 1140 kPa)° '5 1105 kPal F ( 25 (175 kPa) F 1 Granule 20(140 kPaft 15 1105 kPa) F 25(175 kPa) F

Ink 20 1140 kPa)t 15 1105 War F 25 1175 kPa) F Dye 20 1140 kPa) '5 (105 kPal F 25 (175 kPa) F Flush 201140 kPai '5 1105 kPai F 35 (240 kPe) F Volume and 50 (350 kPalz 50 1350 kPa) S 50(350 lips) S Cycle Time 80 (550 kPalr 30 1550 kPap S 80 (550 kPa) S Drainline, 20 (140 kPara . 15 1105 kPa) F 25 (175 kPa) F

GENERAL NOTE. Set Pressurelsl , psi (kPaf NOTES. (1) The lest shall be conducted at the measured static or oeae flow rate as indicated. Flowing pressures snall be measured with the calibration stop valve 111) in place and the flusttometer valve not in place. 121 Where a minimum operating pressure is required of a fixture by a manufacturer

. that minimum pressure snail be substituted for this value . This minimum operating pressure shall be requ i red to be placed on product literature and product packaging. (3) S shall mean static pressure and F snail mean flowing pressure (41 All gravity and pressurized flushing devices shall be tested using this column.

TABLE 2 -TEST PRESSURES FOR LABORATORY TESTS FOR URINALS Pan. Test Pmeure414 psi (kPa)
8.3 8.4 8.5 Rim Wash 25 (175 kPa) Water Change 25 (175 kPa) Water Consumption 25, 80 (175, 550 kPa(