Page 83 - 2018_IPC

SANITARY DRAINAGE

708.1.8 Installation arrangement. The installation ferent kinds of fixtures that shall be employed in estimating
arrangement of a cleanout shall enable cleaning of drain- the total load carried by a soil or waste pipe, and shall be used
age piping only in the direction of drainage flow. in connection with Tables 710.1(1) and 710.1(2) of sizes for
Exceptions: soil, waste and vent pipes for which the permissible load is
given in terms of fixture units.
1. Test tees serving as cleanouts.
709.2 Fixtures not listed in Table 709.1. Fixtures not listed
2. A two-way cleanout installation that is approved in Table 709.1 shall have a drainage fixture unit load based
for meeting the requirements of Section 708.1.3.
on the outlet size of the fixture in accordance with Table
708.1.9 Required clearance. Cleanouts for 6-inch (153 709.2. The minimum trap size for unlisted fixtures shall be
1
mm) and smaller piping shall be provided with a clearance the size of the drainage outlet but not less than 1 / inches (32
4
of not less than 18 inches (457 mm) from, and perpendicu- mm).
lar to, the face of the opening to any obstruction. Clea-
TABLE 709.2
nouts for 8-inch (203 mm) and larger piping shall be DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
provided with a clearance of not less than 36 inches (914 FIXTURE DRAIN OR TRAP SIZE DRAINAGE FIXTURE UNIT
mm) from, and perpendicular to, the face of the opening to (inches) VALUE
1
any obstruction. 1 / 4 1
1
708.1.10 Cleanout access. Required cleanouts shall not be 1 / 2 2
installed in concealed locations. For the purposes of this 2 3
section, concealed locations include, but are not limited to, 2 / 4
1
the inside of plenums, within walls, within floor/ceiling 2
assemblies, below grade and in crawl spaces where the 3 5
height from the crawl space floor to the nearest obstruction 4 6
along the path from the crawl space opening to the clean- For SI: 1 inch = 25.4 mm.
out location is less than 24 inches (610 mm). Cleanouts 709.3 Conversion of gpm flow to dfu values. Where dis-
with openings at a finished wall shall have the face of the charges to a waste receptor or to a drainage system are only
1
opening located within 1 / inches (38 mm) of the finished known in gallons per minute (liters per second) values, the
2
wall surface. Cleanouts located below grade shall be drainage fixture unit values for those flows shall be com-
extended to grade level so that the top of the cleanout plug puted on the basis that 1 gpm (0.06 L/s) of flow is equivalent
is at or above grade. A cleanout installed in a floor or to two drainage fixture units.
walkway that will not have a trim cover installed shall
have a countersunk plug installed so the top surface of the 709.4 Values for indirect waste receptor. The drainage fix-
plug is flush with the finished surface of the floor or walk- ture unit load of an indirect waste receptor receiving the dis-
way. charge of indirectly connected fixtures shall be the sum of the
drainage fixture unit values of the fixtures that discharge to
708.1.10.1 Cleanout plug trim covers. Trim covers the receptor, but not less than the drainage fixture unit value
and access doors for cleanout plugs shall be designed given for the indirect waste receptor in Table 709.1 or 709.2.
for such purposes and shall be approved. Trim cover
fasteners that thread into cleanout plugs shall be corro- 709.4.1 Clear-water waste receptors. Where waste
sion resistant. Cleanout plugs shall not be covered with receptors such as floor drains, floor sinks and hub drains
mortar, plaster or any other permanent material. receive only clear-water waste from display cases, refrig-
erated display cases, ice bins, coolers and freezers, such
708.1.10.2 Floor cleanout assemblies. Where it is nec- receptors shall have a drainage fixture unit value of one-
essary to protect a cleanout plug from the loads of half.
vehicular traffic, cleanout assemblies in accordance
with ASME A112.36.2M shall be installed.
708.1.11 Prohibited use. The use of a threaded cleanout SECTION 710
opening to add a fixture or to extend piping shall be pro- DRAINAGE SYSTEM SIZING
hibited except where another cleanout of equal size is 710.1 Maximum fixture unit load. The maximum number
installed with the required access and clearance.
of drainage fixture units connected to a given size of building
sewer, building drain or horizontal branch of the building
drain shall be determined using Table 710.1(1). The maxi-
SECTION 709
FIXTURE UNITS mum number of drainage fixture units connected to a given
size of horizontal branch or vertical soil or waste stack shall
709.1 Values for fixtures. Drainage fixture unit values as be determined using Table 710.1(2).
given in Table 709.1 designate the relative load weight of dif-

66 2018 INTERNATIONAL PLUMBING CODE ®
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