reglab/statecodes huggingface dataset:
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-24 - Section R314.3.2; prohibited smoke alarm locations

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 24.
Add SECTION R314.3.2 to read as follows:
SECTION R314.3.2 PROHIBITED SMOKE ALARM LOCATIONS.
A smoke alarm required under this section shall not be
				  placed:
1. within 3 feet (914 mm)
				horizontally from any grille moving conditioned air within the living space, or
				a door or opening of a bathroom containing a bathtub or shower; or 2. in any
				location or environment prohibited by the terms of the listing.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-25 - Section R314.3.3; installation requirements

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 25.
Add SECTION R314.3.3 to read as follows:
SECTION R314.3.3 INSTALLATION REQUIREMENTS.
Smoke alarms required by Section R314.2 shall be mounted in
				  accordance with their listing, installation instructions, and the requirements
				  of this section.
SECTION R314.3.3.1 FLAT CEILINGS.
In rooms with flat, peaked sloping or single slope ceilings
				  with a slope of less than 1.5/12, smoke alarms shall be mounted either:
1. on the ceiling at least 4 inches (102 mm)
				from each wall; or
2. on a wall
				with the top of the alarm not less than 4 inches (102 mm) below the ceiling and
				not farther from the ceiling than 12 inches (305 mm) or the distance from the
				ceiling specified in the smoke alarm manufacturer's listing and installation
				instructions, whichever is less.
SECTION R314.3.3.2 PEAKED SLOPING CEILINGS.
In rooms with peaked sloping ceilings with a slope of 1.5/12
				  or greater, smoke alarms shall be:
1.mounted on the ceiling or wall within 3
				feet (914 mm) measured horizontally, from the peak of the ceiling;
2. at least 4 inches (102 mm), measured
				vertically, below the peak of the ceiling; and
3. at least 4 inches (102 mm) from any
				projecting structural element.
SECTION R314.3.3.3 SINGLE SLOPE CEILINGS.
In rooms with single slope ceilings with a slope of 1.5/12 or
				  greater, smoke alarms shall be:
1.
				mounted on the ceiling or wall within 3 feet (914 mm), measured horizontally,
				of the high point of the ceiling; and
2. not closer than 4 inches (102 mm) from any
				adjoining wall surfaces or any projecting structural element.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-26 - Section R314.8; visible notification appliances

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 26.
Add SECTION R314.8 to read as follows:
SECTION R314.8 VISIBLE NOTIFICATION APPLIANCES.
In addition to the smoke alarms required in this section,
				  listed visible notification appliances, when installed, shall comply with the
				  following:
SECTION R314.8.1 CANDELA RATING - SLEEPING ROOM.
A visible notification appliance, when installed in a room
				  designed for sleeping, shall have a minimum rating of 177 candela, except that
				  when the visible notification appliance is wall mounted or suspended more than
				  24 inches (610 mm) below the ceiling, a minimum rating of 110 candela is
				  permitted.
SECTION R314.8.2 CANDELA RATING - NONSLEEPING ROOM.
A visible notification appliance, when installed in an area
				  other than a room designed for sleeping, shall have a minimum rating of 15
				  candela.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-27 - Section R315.2.2; alterations, repairs, and systems replacement

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 27.
Change SECTION R315.2.2 as follows:
(1) Change the title and text of SECTION
				R315.2.2 to read as follows:
SECTION R315.2.2 ALTERATIONS, ADDITIONS, AND SYSTEMS
				  REPLACEMENT.
Where alterations, additions, or complete replacement of the
				  electrical system requiring a permit occurs, the individual dwelling unit shall
				  be equipped with carbon monoxide alarms located as required for new
				  dwellings.
(2) Add EXCEPTION
				3 to the EXCEPTIONS of SECTION R315.2.2 to read as follows:
3. Electrical installations or alterations
				for existing rooms other than newly constructed or relocated
				bedrooms.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-28 - Section R317.1.1; reserved

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 28.
Change SECTION R317.1.1 as follows:
(1) Change the title of SECTION R317.1.1 to
				read as follows: .
SECTION R317.1.1 RESERVED
(2) Delete the text of SECTION R317.1.1 in
				its entirety without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-29 - Section R318.1.2; field treatment

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 29.
Delete SECTION R318.1.2 in its entirety without
				  substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-30 - Section R322.1; general

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 30.
Change the text of SECTION R322.1 to read as follows:
Buildings and structures constructed in whole or in part in
				  flood hazard areas including A or V Zones and Coastal A Zones, as established
				  in Table R301.2(1) or by local ordinance, and substantial improvement of
				  buildings and structures in flood hazard areas, shall be designed and
				  constructed in accordance with the provisions contained in this section.
				  Buildings and structures that are located in more than one flood hazard area
				  shall incorporate a minimum 24 inch (610 mm) freeboard and shall comply with
				  the provisions associated with the most restrictive flood hazard area.
				  Buildings located in whole or in part in identified floodways shall be designed
				  and constructed in accordance with ASCE 24.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-31 - Section R322.1.4; establishing the design flood elevation

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 31.
Change the text of SECTION R322.1.4 to read as
				  follows:
The design flood elevation is the base flood elevation, which
				  has a one (1) percent (100 year flood) or greater chance of being equaled or
				  exceeded in any given year, plus two (2) feet (610 mm).
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-32 - Section R322.1.4.1; determination of design flood elevations

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 32.
Change the text of SECTION R322.1.4.1 to read as
				  follows:
If base flood elevations are not available from a FEMA Flood
				  Insurance Study (FIS) and corresponding Flood Insurance Rate Map (FIRM) or
				  Flood Boundary Floodway Map (FBFM) for a site in order to determine the flood
				  elevation, the design flood elevation may be determined by either of the
				  following:
1. Data obtained from a
				federal or state source.
2.Determine the design flood elevation in
				accordance with accepted hydrologic and hydraulic engineering practices used to
				define special flood hazard areas if the upstream drainage area is less than
				one square mile. Determinations shall be undertaken by a registered design
				professional who shall document that the technical methods used reflect
				currently accepted engineering practice. Studies, analyses, and computations
				shall be submitted in sufficient detail to allow thorough review and
				approval.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-33 - Section R322.1.4.2; determination of impacts

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 33.
Change the text of SECTION R322.1.4.2 to read as
				  follows:
In riverine flood hazard areas where base flood elevations
				  are specified and the upstream drainage area is greater than one square mile,
				  but floodways have not been designated, the effect of the proposed buildings
				  and structures on base flood elevations, including fill, when combined with all
				  other existing and anticipated flood hazard area encroachments, may not
				  increase the base flood elevation more than 0.15 feet (46 mm) at any point
				  within the jurisdiction.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-34 - Section R322.1.6; protection of mechanical and electrical systems

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 34.
Change the text of SECTION R322.1.6 to read as
				  follows:
Electrical systems, equipment, and components; heating,
				  ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct
				  systems; and other service equipment shall be located at or above the design
				  flood elevation required in Section R322.2 (A Zones) or Section R322.3 (coastal
				  high-hazard areas including V Zones). If replaced as part of a substantial
				  improvement, electrical systems, equipment, and components; heating,
				  ventilating, air conditioning, and plumbing appliances and plumbing fixtures;
				  duct systems; and other service equipment shall meet the requirements of this
				  section. Systems, fixtures, and equipment and components shall not be mounted
				  on or penetrate through walls intended to break away under flood
				  loads.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-35 - Section R322.1.8; flood resistant materials

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 35.
Change the text of SECTION R322.1.8 to read as
				  follows:
Building materials and installation methods for flooring and
				  interior and exterior walls and wall coverings below the elevation required in
				  Section R322.2 (flood hazard areas including A Zones) or Section R322.3
				  (coastal high-hazard areas including V Zones) shall comply with the
				  following:
1. All wood, including
				floor sheathing, shall be pressure-preservative-treated in accordance with AWPA
				U1 for the species, product, preservative, and end use or be the
				decay-resistant heartwood of redwood, black locust, or cedars. Preservatives
				shall be listed in Section 4 of AWPA U1.
2. Materials and installation methods used
				for flooring and interior and exterior walls and wall coverings shall conform
				to the provisions of FEMA Technical Bulletin 2 / August
				2008.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-36 - Section R322.2.1; elevation requirements

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 36.
Delete the text of SECTION R322.2.1 and substitute to read
				  as follows:
1. Buildings and
				structures in flood hazard areas not designated as Coastal V Zones shall have
				the lowest floors (including basement) elevated to or above the design flood
				elevation.
2. Buildings and
				structures in flood hazard areas designated as Coastal A Zones shall have the
				lowest floors (including basement) elevated to or above the base flood
				elevation.
3. In areas of shallow
				flooding (AO Zones), buildings and structures shall have the lowest floor
				(including basement) elevated at least 2 feet greater than the flood depth
				number (specified on the FIRM) above the highest adjacent grade. If no flood
				depth is specified, 2 feet (610 mm) will be used as the flood depth.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-37 - Section R322.3.2; elevation requirements

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 37.
Change the text of SECTION R322.3.2 to read as
				  follows:
1. Buildings and structures
				erected within coastal high-hazard areas (V Zones) and Coastal A Zones shall be
				elevated so that the bottom of structural members supporting the lowest floor,
				with the exception of piling, pile caps, columns, grade beams, and bracing, are
				elevated to or above the design flood elevation.
2. Basement floors that are below grade on
				all sides are prohibited.
3. The
				use of fill for structural support is prohibited.
4. Minor grading, and the placement of minor
				quantities of fill, shall be permitted for landscaping and for drainage
				purposes under and around buildings and for support of parking slabs, pool
				decks, patios, and walkways.
5.Walls and partitions enclosing areas below
				the design flood elevation shall meet the requirements of Sections R322.3.5 and
				R322.3.6.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-39 - Section R401.3; drainage

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 39.
Delete the first sentence of the text of SECTION R401.3
				  without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-40 - Section R403.1; general

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 40.
Delete the word "continuous" in the first sentence of the
				  text of SECTION R403.1 without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-41 - Table R403.4; minimum depth (D) and width (W) of crushed stone footings a, b (inches)

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 41.
Change the title of TABLE R403 to read as follows: TABLE
				  R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE
				  FOOTINGSa,
									b (inches).
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-42 - Section R403.1.1.1; size of footings supporting piers and columns

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 42.
Add SECTION R403.1.1.1 to read as follows: SECTION
				  R403.1.1.1 SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS. Size of footings
				  supporting piers and columns shall comply with TABLE R403.2.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-43 - Section R403.1.4.1; frost protection

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 43.
Change SECTION R403.1.4.1 as follows:
(1) Change the text of SECTION R403.1.4.1 to
				read as follows:
Except where otherwise protected from frost, foundation
				  walls, piers, and other permanent supports of buildings and structures shall be
				  protected from frost by one or more of the following methods:
1. Extended below the frost line specified in
				Table R301.2(1).
2. Constructed in
				accordance with Section R403.3.
3.Constructed in accordance with ASCE
				32.
4. Erected on solid rock.
Footings shall not bear on frozen soil unless the frozen
				  condition is permanent.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-45 - Section R403.1.7.3; foundation elevation

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 45.
Delete SECTION R403.1.7.3 in its entirety without
				  substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-46 - Table R403.2; size of footings supporting piers and columns

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 46.
Add TABLE R403.2 to read as follows:
TABLE R403.2
SIZE OF FOOTINGS SUPPORTING PIERS AND
							 COLUMNS
Spacing of Girder "S"1
Type of
							 Loading2
Column Size
							 Required3
Size of Plain Concrete Footing
							 Required3
A
B
C
Steel
Wood
10' 15' 20'
5'-6" 4'-0" -
- - -
- - -
3" Steel Pipe4
4" x 4"
2' x 2' x 8" 
							 5
10' 15' 20'
8'-6" 6'-0" 4'-6"
5'-0" 4'-0" -
- - -
10' 15' 20'
12'-0" 10'-0" 8'-0"
9'-0" 8'-0" 7'-0"
8'-0" 7'-0" 6'-0"
6" x 6"
4' x 4' x 16" 
							 5
10' 15' 20'
16'-0" 13'-6" 12'-0"
12'-6" 10'-6" 9'-6"
11'-0" 10'-0" 8'-0"
8" x 8"
4'3" x 4'3" x 17" 
							 5
10' 15' 20'
20'-0" 17'-0" 15'-0"
16'-0" 13'-6" 12'-0"
13'-6" 11'-6" 10'-0"
1The spacing "S" is the
							 tributary load in the girder. It is found by adding the unsupported spans of
							 the floor joists on each side that are supported by the girder and dividing by
							 2.
2Figures under type of loading
							 columns are the allowable girder span.
Type A loading is for a girder supporting
							 1 floor and a roof.
Type B loading is for a girder supporting
							 2 floors and a roof.
Type C loading is for a girder supporting
							 3 floors and a roof.
3Required size of column is
							 based on girder support from 2 sides. Size of footing is based on allowable
							 soil pressure of 2,000 pounds per square foot.
4Schedule 40.
5Footing thickness is based on
							 the use of plain concrete with an ultimate compressive strength of not less
							 than 2,000 pounds per square inch at 28 days. If approved, the footing
							 thickness may be reduced based on an engineered design utilizing higher
							 strength concrete or reinforcement.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-47 - Table R404.1.2(8); minimum vertical reinforcement for 6, 8, 10, and 12 inch nominal flat basement walls [b, c, d, e, f, h, i, k, n, o]

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 47.
Delete TABLE R404.l.2(8) in its entirety without
				  substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-48 - Section R404.1.3.2; reinforcement for foundation walls

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 48.
Change the text of SECTION R404.1.3.2 to read as
				  follows:
Concrete foundation walls shall be laterally supported at the
				  top and bottom. Horizontal reinforcement shall be provided in accordance with
				  Table R404.1.2(1). Vertical reinforcement shall be provided in accordance with
				  Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), R404.1.2(6), or
				  R404.1.2(7). Vertical reinforcement for flat basement walls retaining 4 feet
				  (1,219 mm) or more of unbalanced backfill is permitted to be determined in
				  accordance with Table R404.1.2(9). For basement walls supporting above-grade
				  concrete walls, vertical reinforcement shall be the greater of that required by
				  Tables R404.1.2(2) through R404.1.2(7) or by Section R608.6 for the above-grade
				  wall. In buildings assigned to seismic design category
				  D0, D1, or
				  D2, concrete foundation walls shall also comply with
				  Section R404.1.4.2.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-49 - Section R404.1.3.3.7.2; location of reinforcement in wall

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 49.
Change the text of SECTION R404.1.3.3.7.2 to read as
				  follows:
The center of vertical reinforcement in basement walls
				  determined from Tables R404.1.2(2) through R404.1.2(7) shall be located at the
				  centerline of the wall. Regardless of the table used to determine vertical wall
				  reinforcement, the center of the steel shall not vary from the specified
				  location by more than the greater of 10 percent of the wall thickness and 3/8
				  inch (10 mm). Horizontal and vertical reinforcement shall be located in
				  foundation walls to provide the minimum cover required by Section
				  R404.1.3.3.7.4.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-50 - Section R404.2.1; identification

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 50.
Change the text of SECTION R404.2.1 to read as
				  follows:
Load-bearing lumber shall be identified by the grade mark of
				  a lumber grading or inspection agency that has been approved by an
				  accreditation body that complies with DOC PS 20. Wood structural panels shall
				  conform to DOC PS 1 or DOC PS 2 and shall be identified by a grade
				  mark.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-51 - Section R405.2.3; drainage system

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 51.
Change the text of SECTION R405.2.3 to read as
				  follows:
In other than Group I soils, a sump pit shall be provided to
				  drain the porous layer and footings. The sump pit shall be a minimum of 18
				  inches (457 mm) in diameter or equivalent and a minimum of 24 inches (610 mm)
				  below the bottom of the basement floor. Where a porous layer of gravel, crushed
				  stone, or coarse sand is used between the soil and the concrete floor slab,
				  openings shall be made in the sump pit to allow drainage of that layer. The
				  sump pit shall be capable of positive gravity or mechanical drainage to remove
				  any accumulated water.
EXCEPTION: When a gravity drain system is used a sump pit is
				  not required.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-52 - Section R407.3; structural requirements

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 52.
Change the text of SECTION R407.3 to read as follows:
The columns shall be restrained to prevent lateral
				  displacement at the bottom end and attached to framing at the top. Wood columns
				  shall be not less in nominal size than 4 inches by 4 inches (102 mm by 102 mm).
				  Steel columns shall be not less than 3 inch diameter (76 mm) Schedule 40 pipe
				  manufactured in accordance with ASTM A53 Grade B or approved equivalent.
EXCEPTION: In seismic design categories A, B, and C, columns
				  not more than 48 inches (1,219 mm) in height on a pier or footing are exempt
				  from the bottom end lateral displacement requirement within under-floor areas
				  enclosed by a continuous foundation.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-53 - Section R408.1; ventilation

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 53.
Change the text of the last sentence of SECTION R408.1 to
				  read as follows: One such ventilation opening shall be within 4 feet (1,219 mm)
				  of the inside of each corner of the building.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-54 - Section R408.3; unvented crawlspace

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 54.
Change SECTION R408.3 as follows:
(1) Delete the text of ITEM 2.1 of SECTION
				R408.3 and substitute to read as follows:
2.1.The walls of the under-floor space are
				insulated in accordance with Chapter 11 and Section R316 of this code.
				Uninsulated mechanical ductwork is allowed and shall have no openings into the
				under-floor space. A hard surface pad with dimensions of at least 16 inches
				(407 mm) by 16 inches (407 mm) and an electrical receptacle shall be located
				adjacent to the sump or gravity drain to allow for the installation of
				dehumidification equipment in the event of high humidity conditions in the
				under-floor space.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-55 - Section R408.4; access

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 55.
Change SECTION R408.4 as follows:
(1) Delete the text of the second to last
				sentence of SECTION R408.4 without substitution.
(2) Add an EXCEPTION to the end of SECTION
				R408.4 to read as follows:
EXCEPTION: Access may be placed under a doorway, provided the
				  step or steps that cover the opening to the crawlspace are attached to the
				  structure at the top with a fixed pin-type hinge, so that, when the step or
				  steps are in the raised position, passage by way of the doorway is
				  restricted.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-56 - Section R408.8; under-floor drainage

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 56.
Add SECTION R408.8 to read as follows:
SECTION R408.8 UNDER-FLOOR DRAINAGE.
Under-floor spaces shall comply with Section R408.3, item 1,
				  and shall be drained to a gravity discharge or sump pit, having a minimum size
				  of 18 inches (457 mm) diameter by 24 inches (610 mm) deep, by one of the
				  following methods:
1. The under-floor
				space shall be graded at a slope of not less than 1 inch (25 mm) for each 10
				feet (3,048 mm) to a gravity discharge or a sump pit installed below the lowest
				point of the slope so that, in the event of excess water accumulation, a sump
				pump can be readily installed.
2.The under-floor space shall be graded at a
				slope of not less than 1/2 inch (13 mm) for each 10 feet (3,048 mm) to a
				gravity discharge or a sump pit installed below the lowest point of the slope.
				Not less than 3 inches (76 mm) of granular material shall be placed between the
				ground surface and the vapor retarder so that, in the event of excess water
				accumulation, a sump pump can be readily installed.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-57 - Section R502.1.1; sawn lumber

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 57.
Delete the text of the last sentence of SECTION R502.1.1
				  without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-58 - Section R502.6.2; joist framing

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 58.
Change the text of SECTION R502.6.2 to read as
				  follows:
Joists framing into the side of a wood girder shall be
				  supported by approved framing anchors or on ledger strips not less than nominal
				  2 inches by 4 inches (51 mm by 102 mm).
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-59 - Figure R502.8; cutting, notching, and drilling

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 59.
Delete FIGURE R502.8 and substitute to read as follows:
				  FIGURE R502.8:
Click here to view
				  Image
FIGURE R502.8 CUTTING, NOTCHING, AND
				  DRILLING
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-60 - Section R502.8.1; sawn lumber (drilling)

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 60.
Add an EXCEPTION to the end of SECTION R502.8.1 to read as
				  follows:
EXCEPTION: In 2 x 8 and larger solid lumber joists, holes up
				  to 50 percent of the actual joist depth may be drilled at the center of the
				  joist depth in the second and fifth sixths of the joist span. When the joist
				  spans 90 percent or less of its maximum allowed span per Table R502.3.1(1) or
				  R502.3.1(2), such holes may also be located in the center third of the joist
				  span. Such hole shall be no closer than 6 inches (152 mm) from any other hole.
				  Except for end notches, no notches may be in the same half of the span as a
				  hole allowed by this exception.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-61 - Table R502.3.3(2); cantilever spans for floor joists supporting exterior balcony [a, b, e, f, g, h]

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 61.
Add to TABLE R502.3.3(2) as follows:
(1) Add superscript reference to footnotes
				"g" and "h" in the title of TABLE R502.3.3(2).
(2) Add footnote "g" to read as follows:
g. In addition to snow loads shown the table
				includes 40 psf of live load.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-62 - Section R502.11.1; design (trusses)

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 62.
Delete the text of the last sentence of SECTION R502.11.1
				  without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-63 - Section R502.11.4; truss design drawings

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 63.
Delete the text of SECTION R502.11.4 and substitute to read
				  as follows:
Truss design drawings shall be provided to the building
				  official as required by the General Administrative Rules (675 IAC 12) for Class
				  1 structures or by local ordinance for Class 2 structures.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-64 - Section R503.2.1; identification and grade

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 64.
Change the text of SECTION R503.2.1 to read as
				  follows:
Wood structural panel sheathing used for structural purposes
				  shall conform to CSA 0325, CSA 0437, DOC PS 1, or DOC PS 2. Panels shall be
				  identified for grade, bond classification, and performance category by a grade
				  mark. The performance category value shall be used as the "nominal panel
				  thickness" or "panel thickness" wherever referenced in this code.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-65 - Section R503.3.1; identification and grade (particleboard)

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 65.
Change the text of SECTION R503.3.1 to read as
				  follows:
Particleboard shall conform to ANSI A208.l and shall be so
				  identified by a grade mark.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-66 - Section R505.1.3; floor trusses

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 66.
Change the text of SECTION R505.1.3 to read as
				  follows:
Cold-formed steel trusses shall be designed, braced, and
				  installed in accordance with AISI S240. In the absence of specific bracing
				  requirements, trusses shall be braced in accordance with accepted industry
				  practices, such as the SBCA Cold-Formed Steel Building Component Safety
				  Information (CFSBCSI), Guide to Good Practice for Handling, Installing &
				  Bracing of Cold-Formed Steel Trusses. Truss members shall not be notched, cut,
				  or altered in any manner without an approved design from a registered design
				  professional.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-67 - Section R507.2.1; wood materials

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 67.
Delete the text of the second to last sentence of SECTION
				  R507.2.1 without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-68 - Section R507.4; deck post height a

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 68.
Change the text of footnote "a" in TABLE R507.4 to read as
				  follows:
a. Measured to the underside
				of the beam from grade, top of column, or post base.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-69 - Section R507.4.1; deck post to deck footing connection

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 69.
Change the text of SECTION R507.4.1 to read as
				  follows:
Where posts bear on concrete footings in accordance with
				  Section R403 and Figure R507.3, lateral restraint shall be provided by
				  manufactured connectors or a minimum post embedment of 12 inches (305 mm) in
				  surrounding soils or concrete piers. Other footing systems shall be
				  permitted.
Exception: Where expansive, compressible, shifting, or other
				  questionable soils are present, surrounding soils shall not be relied on for
				  lateral support.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-70 - Section R602.1.1; sawn lumber (walls)

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 70.
Delete the text of the last sentence of SECTION R602.1.1
				  without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-71 - Table 602.3.2; Single top-plate splice connection details

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 71.
In Table 602.3.2 change the 3' to 3" in the first and second
				  row of the "Splice plate size" column of the "Corners and intersecting walls"
				  column.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-72 - Table 602.7(1); girder spans a and header spans a for exterior bearing walls

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 72.
Change TABLE R602.7(1) as follows: Delete the three values
				  marked as "12" from the fourth row of Table R602.7(1), directly below the row
				  marked "Building Widthc
									(feet)", and substitute all three
				  values with the value "20". The fourth row of Table R602.7(1) shall read as
				  follows:
Building Widthc
													(feet)
20
24
36
20
24
36
20
24
36
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-73 - Section R602.10.9; braced wall panel support

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 73.
Change the text of ITEM 2 of SECTION R602.10.9 to read as
				  follows:
2. The capacity of raised
				floor system post or pier foundations supporting braced wall panels to transmit
				lateral loads through the floor system and into the foundation shall be
				designed in accordance with accepted engineering practice.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-74 - Section R604.1; identification and grade

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 74.
Change the text of SECTION R604.1 to read as follows:
Wood structural panels shall conform to DOC PS 1, DOC PS 2,
				  or ANSI/APA PRP 210, CSA O325, or CSA O437. Panels shall be identified by a
				  grade mark.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-75 - Section R605.1; identification and grade (particleboard)

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 75.
Delete the words "or certificate of inspection issued by an
				  approved agency" from the text of SECTION R605.1 without substitution.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-76 - Section R606.3.5.2; cleanouts

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 76.
Change the text of SECTION R606.3.5.2 to read as
				  follows:
Provisions shall be made for cleaning the space to be
				  grouted. Mortar that projects more than 1/2 inch (12.7 mm) into the grout space
				  and any other foreign matter shall be removed from the grout space prior to
				  grouting. Cleanouts shall be provided in the bottom course of masonry for each
				  grout pour where the grout pour height exceeds 64 inches (1,626 mm). In solid
				  grouted masonry, cleanouts shall be spaced horizontally not more than 32 inches
				  (813 mm) on center. The cleanouts shall be sealed before grouting and after
				  inspection.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-77 - Section R702.7.2; material vapor retarder class

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 77.
Change the text of SECTION R702.7.2 to read as
				  follows:
The vapor retarder class shall be based on the manufacturer's
				  certified testing or a tested assembly. The following shall be deemed to meet
				  the class specified:
1. Class I: Sheet
				polyethylene, unperforated aluminum foil.
2. Class II: Kraft-faced fiberglass
				batts.
3. Class III: Latex or
				enamel paint.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-78 - Table R703.8.4(1); tie attachment and airspace requirements

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 78.
Change TABLE R703.8.4(1) to read as follows:
TABLE R703.8.4(1)
TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
BACKING AND TIE
MINIMUM TIE
MINIMUM TIE FASTENERa
AIRSPACEc
Wood stud backing with corrugated sheet metal
22 U.S. gage (0.0299 in.) x 7/8 in. wide
8d common nailb (2 1/2 in.
							 x 0.131 in.)
3/4 in. minimum between sheathing and
							 veneer
Wood stud backing with metal strand wire
W1.7 (No. 9 U.S. gage; 0.148 in.) with hook embedded
							 in mortar joint
8d common nailb (2 1/2 in.
							 x 0.131 in.)
3/4 in. minimum between sheathing and veneer
Maximum 4 1/2 in. between backing and veneer
Cold-formed steel stud backing with adjustable metal
							 strand wire
W1.7 (No. 9 U.S. gage; 0.148 in.) with hook embedded
							 in mortar joint
No. 10 screw extending through the steel framing a
							 minimum of three exposed threads
3/4 in. minimum between sheathing and veneer
Maximum 4 1/2 in. between backing and veneer
For SI: 1 inch = 25.4 mm.
a. In seismic design category
				D0, D1, or
				D2, the minimum tie fastener shall be an 8d ring-shank
				nail (2 1/2 in. x 0.131 in.) or a No. 10 screw extending through the steel
				framing a minimum of three exposed threads.
b. All fasteners shall have rust-inhibitive
				coating suitable for the installation in which they are being used, or be
				manufactured from material not susceptible to corrosion.
c. Mortar is permitted to encroach into the
				airspace or make incidental contact with the sheathing or the sheathing paper
				or equivalent.
Indiana Administrative Code › Title 675 - FIRE PREVENTION AND BUILDING SAFETY COMMISSION › Article 14 - ONE AND TWO FAMILY DWELLING CODE › Rule 4.4 - 2020 Indiana Residential Code › Section 4.4-79 - Section R703.8.6; drained cavity

Current through July 10, 2024
Authority: IC 22-13-2-2; IC 22-13-2-2.5; IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15; IC
				  36-7
Sec. 79.
Delete SECTION R703.8.6 in its entirety and substitute to
				  read as follows:
SECTION R703.8.6 DRAINED CAVITY.
The 3/4 inch (19 mm) air cavity shall be drained to the
				  exterior of the structure at intervals of not more than 33 inches (838 mm) on
				  center. Each drain shall be not less than 3/16 inch (4.8 mm) in diameter,
				  located immediately above the flashing. For dwellings with crawlspaces, the air
				  cavity may be drained as shown in FIGURE R703.8.6(1). For dwellings with
				  basements, the air cavity may be drained as shown in FIGURE R703.8.6(2).
Click here to view
				  Image