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Table R302.1(1) shall be amended as follows:
TABLE R302.1(1)
EXTERIOR WALLS
Exterior Wall Element | Minimum Fire- Resistance Rating | Minimum Fire Separation Distance |
Exterior Wall Element | Minimum Fire- Resistance Rating | Minimum Fire Separation Distance | |
Walls | Fire- resistance rated | 1 hour-tested in accordance with ASTM E119, UL 263, or Section 703.3 of the International Building Code with exposure from both sides | <3 feet |
Not fire- resistance rated | 0 hours | 3 feet | |
Projections | Fire- resistance rated | 1 hour on the underside, or heavy timber, or fire retardant-treated wooda,b | 2 feet to <3 feet |
Not fire- resistance rated | 0 hours | 3 feet | |
Openings in walls | Not allowed | N/A | <3 feet |
25% maximum of wall area | 0 hours | 3 feet to <5 feet | |
Unlimited | 0 hours | 5 feet | |
Penetrations | All | Comply with Section R302.4 | <3 feet |
None required | 3 feet | ||
For SI: 1 foot = 304.8 mm.
N/A = Not Applicable.
a. The fire-resistance rating shall be permitted to be reduced to zero (0) hours on the underside of the eave overhang if fireblocking is provided from the wall top plate to the underside of the roof sheathing.
b. The fire-resistance rating shall be permitted to be reduced to zero (0) hours on the underside of the rake overhang where gable vent openings are not installed.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
Delete Table R302.6 Dwelling-Garage Separation and replace with the following Table:
TABLE R302.6 DWELLING-GARAGE SEPARATION
Separation | Material |
From the residence, attics, and habitable rooms above the garage | Not less than 5/8-inch Type X gypsum board or equivalent applied to the garage side |
Structure(s) supporting floor/ceiling assemblies used for separation required by this section | Not less than 5/8-inch Type X gypsum board or equivalent applied to the garage side |
Garages located less than 3 feet from a dwelling unit on the same lot | Not less than 5/8-inch Type X gypsum board or equivalent applied to the interior side of the exterior walls that are within this area |
(Ord. 3-25, 2-4-2025)
Repeal section R303.4 and replace with the following:
R303.4 Mechanical ventilation. Dwelling units shall be provided with whole-house mechanical ventilation in accordance with Section M1505.4.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
R309.3 Flood Hazard Areas. All construction within flood hazard areas shall be designed and constructed in accordance with the Flood Hazard regulations of the Boise Development Code in addition to this code. For buildings located in flood hazard areas as established by Table R301.2(1), garage floors shall be:
1. Elevated to or above the design flood elevation as determined in accordance with Section R322; or
2. Located below the design flood elevation provided that the floors are at or above grade on not less than one side, are used solely for parking, building access, or storage, meet the requirements of Section R322 and are otherwise constructed in accordance with this code.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
The exception to section R313.1 shall be modified as follows:
Exception. Automatic residential fire sprinkler systems shall not be required in townhouses where either two (2) 1-hour fire-resistance rated walls or a common two-hour fire-resistance rated wall, as specified in item number 2 of section R302.2.2, is installed between dwelling units or when additions or alterations are made to existing townhouses that do not have an automatic residential fire sprinkler system installed.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
R313.2 One- And Two-Family Dwellings Automatic Fire Sprinkler Systems, is deleted.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
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