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18-29-1110.1.1  Design.
   The flow rate (gpm) shall be determined by the use of Chart 18-29-1110.1.1 A for flat roofs and Chart 18-29-1110.1.1 B for slope roofs. The size of the vertical pipe and horizontal pipe shall be determined by the use of Tables 18-29-1110.1.1 C for vertical pipe and Table 18-29-1110.1.1 D for horizontal pipe and in no case shall be less than 3 inches (75 mm). The capacity rating (gpm) of any controlled flow downspout, branch or storm drain shall be converted to an equivalent square foot area by multiplying the gallons per minute (gpm) by 24 (24 square feet of roof area equals 1 gpm) before connecting to any combined house drain or house sewer, and add this value to the total drained area of Section 18-29-1106 of this chapter. Downspouts that are offset at 90 degrees shall be full size to the storm drain or sewer or combined drain or sewer.
Chart 18-29-1110.1.1 A and
Chart 18-29-1110.1.1 B
Table 18-29-1110.1.1
Diameter of Downspout
Max. Horizontal Projected Roof Area Square Feet
Diameter of Downspout
Max. Horizontal Projected Roof Area Square Feet
2"
720
2 1/2"
1,300
3"
2,150
4"
4,600
5"
8,300
6"
13,000
8"
29,000
10"
52,000
12"
83,000
13"
155,000
 
Table 18-29-1110.1.1C
Vertical
Diameter of Downspout
Max. Vertical Projected Roof Area Square Feet
Diameter of Downspout
Max. Vertical Projected Roof Area Square Feet
3"
88
4"
190
5"
345
6"
560
8"
1,210
10"
2,185
12"
3,570
15"
6,450
 
Table 18-29-1110.1.1D
Horizontal
Maximum Controlled Flow in GPM
Pipe Diameter in Inches
Slope in Inches in gpm
1/2
1/4
1/8
1/16
Maximum Controlled Flow in GPM
Pipe Diameter in Inches
Slope in Inches in gpm
1/2
1/4
1/8
1/16
3"
72
51
N.P.
N.P.
4"
156
110
78
N.P.
5"
282
200
140
N.P.
6"
460
325
230
N.P.
8"
990
700
495
N.P.
10"
1,795
1,265
895
630
12"
2,065
1,460
1,030
15"
2,650
1,870