SPS 362.1604 Alternate approvals Standards standards. Substitute the following wording for the requirements in IBC section 1604.7: Materials and methods of construction that are not capable of being designed by approved engineering analysis or that do not comply with the applicable material design standards listed in IBC chapter 35 shall be submitted for approval in accordance with ch. SPS 361 subch. V VI of ch. SPS 361. SECTION 155.
SPS 362.1607 (1), Table 1607.1, and (2) are amended to read:SPS 362.1607 (1) Residential floor loads. Substitute the following wording and live loads for the requirements in line 27 25. and footnote j. of IBC Table 1607.1:
Table 1607.1
Minimum Uniformly Distributed Live Loads
and Minimum Concentrated Live Loadsg
(Partial Table)
Occupancy or Use | Uniform (psf) | Concentrated (lbs.) |
27 25. Residential Uninhabitable attics without storage i Uninhabitable attics with storage i, j, k Habitable attics Hotels and Group R−2 Private rooms and corridors serving them Public rooms and corridors serving them | 5 20 40 40 100 | -- |
j. For attics with storage and constructed with trusses, this live load need only be applied to those portions of the bottom chord where there are two or more adjacent trusses with the same web configuration capable of containing a rectangle 42 inches high by 2 feet wide or greater, located within the plane of the truss. The rectangle shall fit between the top of the bottom chord and the bottom of any other truss member, provided that each of the following criteria is met:
i. The attic area is accessible by a pull−down stairway or framed opening in accordance with IBC section 1209.2, and
ii. The truss shall have a bottom chord pitch less than 2:12.
iii. Bottom chords of trusses shall be designed for the greater of actual imposed dead load or 10 psf, uniformly distributed over the entire span.
(2) Truck and bus garages. Substitute the following wording for the requirements in IBC section 1607.6 1607.7.3: Minimum live loads for garages having trucks or buses shall be as specified in IBC Table 1607.6 section 1607.7.3, but shall may not be less than 50 pounds per square foot, unless other loads are specifically justified and approved by the department. Actual loads shall be used where they are greater than the loads specified in the table.
SECTION 156.
SPS 362.1608 (2) (a) and (b) are amended to read:SPS 362.1608 (2) (a) Buildings on the same property. 1. Where an existing roof, regardless of the date of its construction, is horizontally within 15 20 feet of a proposed, taller structure on the same property, IBC section 1608.1 or an alternate recognized engineering method shall be applied to the existing roof, to address any drifting or sliding of snow onto the existing roof, as caused by the taller structure.
2. Where an analysis under subd. 1. shows that an existing roof or corresponding supporting elements will not be adequate to support the additional snow load caused by the taller structure, the existing roof or supporting elements shall be strengthened to support those loads, in accordance with this code chs. SPS 361 to 366. (b) Buildings on adjoining properties. Where an existing roof, regardless of the date of its construction, is horizontally within 15 20 feet of a proposed, taller structure on an adjoining property, the owner of the proposed structure shall notify the adjoining owner of the potential for increased structural loads on the existing roof, due to sliding or drifting of snow, as caused by the taller structure.
SECTION 157.
SPS 362.1613 is amended to read:SPS 362.1613 Earthquake loads. This is a department informational note to be used under IBC section 1613.5: Note: An interactive Website A website maintained by the U. S. Geological Service Survey, at http://earthquake.usgs.gov/research/hazmaps/design/, earthquake.usgs.gov/designmaps/us/application.php can be used in lieu of IBC Figures 1613.5 (1) and (2) to determine the spectral response acceleration values for an inputted zip-code area. SECTION 158.
SPS 362.1700 is amended to read: SPS 362.1700 Structural tests and special inspections. The requirements in IBC chapter 17, except for the requirements in IBC sections 1711 1706 to 1716 1709, are not included as part of this code chs. SPS 361 to 366. SECTION 159.
SPS 362.1802 is amended to read: SPS 362.1802 Definition of neutral plane Definitions. This is a department definition in In addition to the definitions in IBC section 1802.1, the following term has the meaning given in s. SPS 362.0202 (1): NEUTRAL PLANE. A deep foundation’s neutral plane is the level at which drag load, accumulated from the top down, added to the long-term static service load, equals the upward acting shaft resistance accumulated from the bottom up, added to the deep foundation’s toe resistance. “Neutral plane.” SECTION 160.
SPS 362.1809 is renumbered SPS 362.1809 (1).SECTION 161.
SPS 362.1809 (2) is created to read:SPS 362.1809 (2) This is a department exception in addition to the exception in IBC 1809.5: Floating slabs used with non-masonry, unheated, single-story buildings in Risk Category I that are less than 12,000 square feet are exempt from the requirements for frost protection.
SECTION 162.
SPS 362.1810 (5) is amended to read: SPS 362.1810 (5) Factor of safety for uplift. The exception in IBC section 1810.3.3.1.5 is not included as part of this code chs. SPS 361 to 366. SECTION 163.
SPS 362.1913 is renumbered SPS 362.1908 and, as renumbered, is amended to read:SPS 362.1908 Shotcrete clearance. Substitute the following wording for the exception under IBC section 1913.4.2 1908.4.2: Subject to the approval of the department, required clearances may be reduced where it is demonstrated by preconstruction tests that adequate encasement of the bars used in the design will be achieved.
SECTION 164.
SPS 362.2103 is repealed.SECTION 165.
SPS 362.2210 is renumbered SPS 362.2211 and, as renumbered, is amended to read:SPS 362.2211 Trusses spanning 60 feet or greater. The requirements in IBC section 2210.3.4 2211.3.3 are not included as part of this code chs. SPS 361 to 366. SECTION 166.
SPS 362.2303 and 362.2304 are amended to read: SPS 362.2303 Trusses spanning 60 feet or greater. The requirements in IBC section 2303.4.1.3 are not included as part of this code chs. SPS 361 to 366. SPS 362.2304 Girder ends. This is a department rule in addition to the requirements in IBC section 2304.11.2.5 2304.12.2.1: A moisture barrier shall be provided between an untreated or nondurable wood girder and an exterior masonry or concrete bearing surface.
SECTION 167.
SPS 362.2510 is created to read:SPS 362.2510 Water-resistive barriers. This is a department rule in addition to the requirements in IBC section 2510.6: The vertical leg of flashing at the base of a wall with two layers of a water-resistive barrier shall be installed behind both layers of the water-resistive barrier.
SECTION 168.
SPS 362.2900 (3) (a) is renumbered SPS 362.2900 (3) and, as renumbered, is amended to read:SPS 362.2900 (3) Enclosure of fixtures Urinals. Water closets and urinals within a toilet room shall be arranged to ensure privacy. Except as provided in par. (b), each water closet shall occupy a separate compartment with walls or partitions and a door enclosing the fixtures to ensure privacy. Urinals shall be placed against walls at least 6 feet 8 inches high and arranged individually with or without partitions.
SECTION 169.
SPS 362.2900 (3) (b) 1. and 2. are repealed.SECTION 170.
SPS 362.2900 (3) (b) 3. is renumbered SPS 362.1210 (1m) (a) 4.SECTION 171.
SPS 362.2902 (1) (a) 1. and 2. are amended to read:SPS 362.2902 (1) (a) 1. Where more than one water closet is required for males, urinals may be substituted for up to 50 percent of the required number of water closets, except that urinals may be substituted for up to 67 percent of the required number of water closets in Group A and E occupancies.
2. Where water is served in restaurants or where other acceptable arrangements are made to provide drinking water, drinking fountains are not required, other reasonable alternatives are acceptable, as approved by the department.
SECTION 172.
SPS 362.2902 (1) (e) is created to read:SPS 362.2902 (1) (e) Alternative to IBC Table 2902.1 This is a department alternative to the minimum fixture requirements of IBC Table 2902.1: The required number of toilet fixtures may be based on the actual occupancy load rather than the load determined by square footage per IBC Table 1004.1.1. The actual occupancy load shall be based on justification found acceptable to the department.
SECTION 173.
SPS 362.2902 (2) is renumbered SPS 362.2902 (2) (a).SECTION 174.
SPS 362.2902 (2) (b) is created to read:
