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CHAPTER 11
                                                 STORM DRAINAGE




             User note:
                About this chapter: Rainfall onto buildings must be removed and directed to a location that can accommodate storm water. Chapter 11 spec-
                ifies the design rainfall event for the geographic area and provides sizing methods for piping and gutter systems to convey the storm water
                away from the building. Included in this chapter are regulations for piping materials and subsoil drainage systems.




                               SECTION 1101                                         SECTION 1102
                                 GENERAL                                             MATERIALS
                                                                  1102.1 General. The materials and methods utilized for the
             1101.1 Scope. The provisions of this chapter shall govern the
             materials, design, construction and installation of storm  construction and installation of storm drainage systems shall
             drainage.                                            comply with  this section  and the applicable provisions  of
                                                                  Chapter 7.
             1101.2 Disposal. Rainwater from roofs and storm water from  1102.2 Inside storm drainage conductors. Inside storm
             paved areas,  yards,  courts  and courtyards  shall drain to an  drainage conductors installed above ground shall conform to
             approved place of disposal. For one- and two-family dwell-  one of the standards listed in Table 702.1.
             ings, and where approved, storm water is permitted to dis-
             charge onto flat areas, such as streets or lawns, provided that  1102.3 Underground building storm drain pipe. Under-
             the storm water flows away from the building.        ground building storm drain pipe shall conform to one of the
                                                                  standards listed in Table 702.2.
             1101.3 Prohibited drainage.  Storm  water shall not be  1102.4 Building storm  sewer  pipe. Building storm  sewer
             drained into sewers intended for sewage only.        pipe shall conform to  one of  the standards listed in  Table
                                                                  1102.4.
             1101.4 Tests. The conductors and the building storm drain
             shall be tested in accordance with Section 312.                         TABLE 1102.4
                                                                               BUILDING STORM SEWER PIPE
             1101.5 Change in size. The size of a drainage pipe shall not  MATERIAL                 STANDARD
             be reduced in the direction of flow.
                                                                   Acrylonitrile butadiene styrene
             1101.6 Fittings and connections. Connections and changes     (ABS) plastic pipe in IPS   ASTM D2661; ASTM F628;
             in direction of the storm drainage system shall be made with     diameters, including Schedule 40,  ASTM F1488; CSA B181.1;
             approved drainage-type fittings in accordance with Table     DR 22 (PS 200) and DR 24 (PS  CSA B182.1
                                                                      140); with a solid, cellular core or
             706.3. The fittings shall not obstruct or retard flow in the sys-  composite wall.
             tem.
                                                                                            ASTM A74; ASTM A888;
             [BS] 1101.7 Roof design. Roofs shall be designed for the  Cast-iron pipe       CISPI 301
             maximum possible depth of water that will pond thereon as                      ASTM C14; ASTM C76;
             determined by the relative levels of roof deck and overflow  Concrete pipe     CSA A257.1M; CSA A257.2M
             weirs, scuppers, edges or serviceable drains in combination
             with the deflected  structural  elements.  In determining the  Copper or copper-alloy tubing  ASTM B75; ASTM B88;
             maximum possible depth of water, all primary roof drainage     (Type K, L, M or DWV)  ASTM B251; ASTM B306
             means shall be assumed to be blocked. The maximum possi-                       ASTM F667;
             ble depth of water on the roof shall include the height of the  Polyethylene (PE) plastic pipe   ASTM F2306/F2306M;
             water required above the inlet of the secondary roof drainage                  ASTM F2648/F2648M
             means  to achieve the required  flow rate of the secondary  Polypropylene (PP) pipe  ASTM F2881; CSA B182.13
             drainage means to accommodate the design rainfall rate as
             required by Section 1106.                             Polyvinyl chloride (PVC) plastic
                                                                      pipe (Type DWV, SDR26,  ASTM D2665; ASTM D3034;
             1101.8 Cleanouts required. Cleanouts shall be installed in     SDR35, SDR41, PS50 or PS100)  ASTM F891; ASTM F1488;
             the storm drainage system and shall comply with the provi-     in IPS diameters, including  CSA B182.4;
             sions of this code for sanitary drainage pipe cleanouts.     Schedule 40, DR 22 (PS 200) and  CSA B181.2; CSA B182.2
                                                                      DR 24 (PS 140); with a solid,
               Exception: Subsurface drainage system.                 cellular core or composite wall.
                                                                   Vitrified clay pipe      ASTM C4; ASTM C700
             1101.9 Backwater valves. Storm drainage systems shall be
             provided with backwater valves as required for sanitary  Stainless steel drainage systems,  ASME A112.3.1
             drainage systems in accordance with Section 715.         Type 316L

             2018 INTERNATIONAL PLUMBING CODE ®                                                                   87
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