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18-29-710.1.2 Minimum size.
   The minimum required pipe size for water closets or pedestal urinal branches and stacks shall be 4 inches (100 mm).
   Exception: A building three stories or less in height may utilize a 3-inch (75 mm) soil stack and 3-inch (75 mm) horizontal soil branches when not exceeding 48 fixture units, with not more than six water closets per soil stack and not more than three water closets per horizontal soil branch.
   The minimum required pipe size for underground branches from downspouts, floor drains, laundry trays and sink stacks shall be 2 inches (51 mm).
(Amend Coun. J. 10-14-21, p. 37722, Art. VII, § 11; Amend Coun. J. 12-14-22, p. 58278, Art. VI, § 17)
18-29-710.1.3 Horizontal stack offsets.
   Horizontal stack offsets shall be sized as required for building drains in accordance with Table 18-29-710A, except as required by Section 18-29-711.4.
18-29-710.1.4 Vertical stack offsets.
   Vertical stack offsets shall be sized as required for straight stacks in accordance with Table 18-29-710B, except when required to be sized as a building drain in accordance with Section 18-29-711.1.
18-29-710.2 Future fixtures.
   When provision is made for the future installation of fixtures, those provided for shall be considered in determining the required sizes of drain pipes. Construction to provide for such future installation shall be terminated with an approved cap or plug.
18-29-710.3 Underground drainage piping.
   Any portion of the drainage system installed underground or below a basement or cellar shall not be less than 2 inches (51 mm) in diameter.
Table 18-29-710A
Building Drains and Sewers
Diameter of Pipe (inches)
Maximum Number of Drainage Fixture Units Connected to any Portion of the Building Drain or the Building Sewer, Including Branches of the Building Drain a
Slope per Foot
1/16 inch
1/8 inch
1/4 inch
1/2 inch
Diameter of Pipe (inches)
Maximum Number of Drainage Fixture Units Connected to any Portion of the Building Drain or the Building Sewer, Including Branches of the Building Drain a
Slope per Foot
1/16 inch
1/8 inch
1/4 inch
1/2 inch
1 1/4
1
1
1 1/2
3
3
2
21
26
2 1/2
24
31
3
36
42
50
4
180
216
250
5
390
480
575
6
700
840
1,000
8
1,400
1,600
1,920
2,300
10
2,500
2,900
3,500
4,200
12
3,900
4,600
5,600
6,700
15
7,000
8,300
10,000
12,000
 
For SI: 1 inch = 25.4 mm, 1 inch per foot = 0.0833 mm/m.
a.   The minimum size of any building drain serving a water closet shall be 3 inches.
Table 18-29-710B
Horizontal Fixture Branches and Stacks a
Diameter of Pipe (inches)
Any Horizontal Fixture Branch
Maximum Number of Fixture Units that may be Connected to:
One Stack of 3 Stories in Height or 3 Intervals
More than 3 Stories in Height
Total for Stack
Total at One Story or Branch Interval
Diameter of Pipe (inches)
Any Horizontal Fixture Branch
Maximum Number of Fixture Units that may be Connected to:
One Stack of 3 Stories in Height or 3 Intervals
More than 3 Stories in Height
Total for Stack
Total at One Story or Branch Interval
1 1/2
3
4
8
2
2
6
10
24
6
2 1/2
12
20
42
9
3
20
48
72
20
4
160
240
500
90
5
360
540
1,100
200
6
620
960
1,900
350
8
1,400
2,200
3,600
600
10
2,500
3,800
5,600
1,000
12
3,900
6,000
8,400
1,500
15
7,000
Footnote c
Footnote c
Footnote c
 
For SI: 1 inch = 25.4 mm.
a.   Does not include branches of the building drain. Refer to Table 18-29-710A.
b.   Stacks shall be sized based on the total accumulated connected load at each story or branch interval. As the total accumulated connected load decreases, stacks are permitted to be reduced in size. Stack diameter shall not be reduced to less than one-half of the diameter of the largest stack size required.
c.   Sizing load based on design criteria.
(Amend Coun. J. 10-14-21, p. 37722, Art. VII, § 11)
18-29-711 Offsets in Drainage Piping in Buildings of Five Stories or More.
18-29-711.1 Horizontal branch connections above or below vertical stack offsets.
   If a horizontal branch connects to the stack within 2 feet (610 mm) above or below a vertical stack offset, and the offset is located more than four branch intervals below the top of the stack, the offset shall be vented in accordance with Section 18-29-915.
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