SPS 321.17(1)(a)2.
2. For the purposes of this section, a complete drain tile or pipe system includes all of the following:
SPS 321.17(1)(b)1.1. If a complete drain tile or pipe system is not required by natural conditions under par.
(a) or by a municipality or registered UDC inspection agency, a partial drain tile or pipe system may be installed.
SPS 321.17(1)(b)2.
2. For the purposes of this section, a partial drain tile or pipe system includes a means of discharging water from the tile or pipe and may include any of the other elements under par.
(a) 2. SPS 321.17 Note
Note: Means of discharging water include a sump pit, a crock or natural means of drainage to daylight.
SPS 321.17(2)(a)1.1. For new dwelling construction, a municipality or registered UDC inspection agency may determine the soil types and natural or seasonal groundwater levels for which a complete drain tile or pipe system is required.
SPS 321.17(2)(a)2.
2. For new dwelling construction, a municipality may not enact requirements for other than complete drain tile or pipe systems.
SPS 321.17(2)(b)
(b)
Alterations to an existing dwelling. For an alteration to an existing dwelling covered by this code, a municipality may not require a complete drain tile or pipe system.
SPS 321.17(2)(c)
(c)
Partial systems. Municipalities may allow partial drain tile or pipe systems for new dwellings under construction or existing dwellings.
SPS 321.17(3)
(3)
Material and installation requirements for required systems. SPS 321.17(3)(a)
(a)
General. Complete drain tile or pipe systems required by natural conditions under sub.
(1) (a) or by a municipality or registered UDC inspection agency shall comply with the requirements of this subsection.
SPS 321.17(3)(b)
(b)
Basement floor slabs. The basement slab shall be placed on at least 4 inches of clean graded sand, gravel or crushed stone.
SPS 321.17(3)(c)
(c)
Manufactured drainage systems. Manufactured drainage systems not meeting the requirements of this section shall be submitted to the department for review and approval prior to installation.
SPS 321.17(3)(d)
(d)
Drain tile or pipe installation. Drain tile or pipe used for foundation drainage shall comply with the following requirements:
SPS 321.17(3)(d)1.a.a. Except as allowed under subd.
1. b., the top of the tile or pipe shall be at or below the top of the footing.
SPS 321.17(3)(d)1.b.
b. Where the top of the footing is more than 4 inches below the bottom of the floor slab, tile or pipe is required on the interior of the foundation only and it shall be placed directly under the floor.
SPS 321.17 Note
Note: This situation will commonly occur with a walk-out basement.
SPS 321.17(3)(d)2.
2. Drain tile or pipe shall have an inside diameter of at least 3 inches.
SPS 321.17(3)(d)3.
3. Drain tile or pipe shall have open seams, joints or perforations to allow water to enter.
SPS 321.17(3)(d)4.
4. Where individual tiles are used, they shall be laid with
1/
8 inch open joints. Joints between tiles shall be covered with a strip of asphalt or tar impregnated felt.
SPS 321.17(3)(d)5.
5. The tile or pipe shall be placed upon at least 2 inches of coarse aggregate and shall be covered on the top and the side facing away from the dwelling with at least 12 inches of coarse aggregate that meets all of the following criteria:
SPS 321.17 Note
Note: A #8 sieve has square openings of 2.36 mm or 0.09 inch.
SPS 321.17 Note
Note: These specifications encompass aggregate sizes #6 and #67 per ASTM standard C 33. Of the two sizes, #6 is coarser.
SPS 321.17(3)(d)6.a.a. Bleeder tiles or pipes shall be provided at no more than 8-foot intervals to connect the exterior drain tile or pipe to the interior drain tile or pipe.
SPS 321.17(3)(d)6.c.
c. Direct connection of the bleeders is not required if the intersection of the bleeder with the tile or pipe is covered with a membrane or fabric that prevents soil and fines from entering the system.
SPS 321.17(3)(d)7.
7. The drain tiles or pipe that lead from the footing tiles to the sump pit shall be laid at a grade of at least
1/8 inch per foot leading to the sump pit. The remaining drain tiles or pipe shall be level or graded downward to the line leading to the sump pit.
SPS 321.17(3)(e)2.
2. The sump pit shall discharge to natural grade or be equipped with a pump.
SPS 321.17 Note
Note: The following is a reprint of a pertinent section of the plumbing code:
SPS 321.17 Note
SPS 382.36 (8) Sumps and pumps. (a) Sumps. 1. `General.' All storm building subdrains shall discharge into a sump, the contents of which shall be automatically lifted and discharged, dispersed or used in accordance with sub. (4).
SPS 321.17 Note
2. `Construction and installation'. a. Except as provided in subd. 2. c. and d., an interior sump shall have a rim extending at least one inch above the floor immediately adjacent to the sump.
SPS 321.17 Note
b. A sump shall have a removable cover of sufficient strength for anticipated loads.
SPS 321.17 Note
c. Where a sump is installed in an exterior meter pit or elevator pit, the rim may be level with the floor.
SPS 321.17 Note
d. When a sump is provided with an airtight, solid cover.
SPS 321.17 Note
3. `Location'. All sumps installed for the purpose of receiving clearwater, groundwater or stormwater shall be separated from water wells by the applicable separation distances contained in chs.
NR 811 and
812, or as otherwise permitted by the department of natural resources.
SPS 321.17 Note
Note: See Appendix A-382.30 (11) (d) for material reprinted from s.
NR 812.08.
SPS 321.17 Note
4. `Size'. Except as recommended by the pump manufacturer, the size of each sump shall be no smaller than 16 inches in diameter at the top, 14 inches in diameter at the bottom, and 22 inches in depth.
SPS 321.17 Note
(b) Pumps. 1. `Size.' The pump shall be of a capacity appropriate for the anticipated use.
SPS 321.17 Note
2. `Discharge piping.' a. Where a pump discharges into a storm drain system, a check valve shall be installed.
SPS 321.17 Note
b. The minimum diameter discharge piping shall be based on the design flow rate of the pump and a minimum velocity of one foot/second.
SPS 321.17 History
History: Cr.
Register, November, 1979, No. 287, eff. 6-1-80; r. and recr.
Register, February, 1985, No. 350, eff. 3-1-85; r. and recr. (3) (a) 3. and (4),
Register, May, 1988, No. 389, eff. 6-1-88; am. (2) (f),
Register, January, 1989, No. 397, eff. 2-1-89; r. and recr, (4) (c) 3.,
Register, August, 1991, No. 428, eff. 9-1-91; cr. (5),
Register, March, 1992, No. 435, eff. 4-1-92; r. and recr.
Register, January, 1999, No. 517, eff. 2-1-99; am. (3) (d) 4.,
Register, March, 2001, No. 543, eff. 4-1-01;
CR 03-097: am. (1) (b) 1., (2) (a) 1., and (3) (a)
Register November 2004 No. 587, eff. 1-1-05;
CR 08-043: am. (1) (a) 2. and (b) 2., renum. (3) (d) 1. to 4., 5. and 6. to be (3) (d) 2. to 5., 6. a. and 7., cr. (3) (d) 1., 6. b. and c.
Register March 2009 No. 639, eff. 4-1-09; correction in (1) (a) 2. a., (3) (e) 3. made under s.
13.92 (4) (b) 7., Stats.,
Register December 2011 No. 672.
SPS 321.18(1)(a)(a) Design. Foundation walls shall be designed and constructed to support the vertical loads of the dwelling, lateral soil pressure, and other loads without exceeding the allowable stresses of the materials of which the foundations are constructed.
SPS 321.18(1)(b)
(b) Lateral support at base. Lateral support such as floor slabs or framing shall be provided at the base of foundation walls.
SPS 321.18(1)(c)
(c) Lateral support at top. Lateral support shall be provided at the top of the foundation walls by one of the following:
SPS 321.18(1)(c)3.a.a. Structural steel anchor bolts, at least
1/2 inch in diameter, embedded at least 7 inches into the concrete or grouted masonry with a maximum spacing of 72 inches and located within 18 inches of wall corners.
SPS 321.18(1)(c)3.b.
b. A properly sized nut and washer shall be tightened on each bolt to the plate or sill.
SPS 321.18(1)(c)3.c.
c. When vertical-reinforcing steel is provided in masonry construction, as required under sub.
(3), the location requirements under subd.
3. a. shall be modified as necessary so anchor bolts are placed in the same core as the reinforcement without exceeding the limits of subd.
3. a. SPS 321.18(1)(c)3.d.
d. Alternate foundation anchorage, designed and spaced in accordance with structural analysis and as required to provide equivalent anchorage to the requirements of subd.
3. a., is allowable.
SPS 321.18(1)(c)4.a.a. Mechanical fasteners used in accordance with the manufacturer's testing and listing.
SPS 321.18(1)(c)4.b.
b. When vertical-reinforcing steel is provided in masonry construction, as required under sub.
(3), the location requirements under subd.
4. a. shall be modified as necessary so the fasteners are placed in the same core as the reinforcement without exceeding the limits of subd.
4. a. SPS 321.18(1)(d)1.1. Floor framing shall be fastened to the sill plate by one of the following methods:
SPS 321.18(1)(d)1.a.
a. Mechanical fasteners used in accordance with the manufacturer's testing and listing.
SPS 321.18 Note
Note: Per s.
SPS 321.22 (1), sill plates are not required on foundation walls of poured concrete or on masonry walls with mortar- or grout-filled cores or on masonry walls with a solid block top course.
SPS 321.18(1)(d)2.a.a. Where the floor framing is parallel to the foundation wall, solid blocking or bridging shall be installed in at least the first adjacent joist space at a spacing of no more than 32 inches on center.
SPS 321.18(1)(d)2.c.
c. Fastening of the blocking or bridging shall be in accordance with structural analysis or the fastener schedule in Table 321.02-2.
SPS 321.18 Note
Note: The floor-framing elements required in this section are intended to provide lateral support to the top of the foundation wall. See s.
SPS 321.22 (9) for further requirements relating to floor framing, including for bridging of floor framing to provide restraint against rotation or lateral displacement of the floor framing.
SPS 321.18(2)(a)
(a)
General structural requirements. Except as provided in par.
(b), unless designed through structural analysis, the minimum thickness of concrete foundation walls shall be determined from Table 321.18-B, but in no case shall the thickness of the foundation wall be less than the thickness of the wall it supports.
SPS 321.18(2)(b)
(b)
Equalized loading. A 6-inch nominal wall thickness may be used provided the fill on one side of the wall is within 12 inches vertically of the fill on the other side of the wall.
