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Repeal section R114 in its entirety and replace with the following:
Section R114
STOP WORK ORDER
R114.1 Authority. Whenever the building official finds any work regulated by this code being performed in a manner contrary to the provisions of this code or in a dangerous or unsafe manner, the building official is authorized to issue a stop work order.
R114.2 Issuance. The stop work order shall be in writing and shall be given to the owner of the property involved, or to the owner's agent, or to the person doing the work. Upon issuance of a stop work order, the cited work shall immediately cease. The stop work order shall state the reason for the order, and the conditions under which the work in question will be permitted to resume.
R114.3 Unlawful Continuance. Any person that continues any work after having been served with a stop work order, except such work as that person is directed to perform to remedy a violation or unsafe condition, shall be subject to penalties as prescribed by law.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
SECTION R115
UNSAFE STRUCTURES AND EQUIPMENT
R115.1 Conditions. Structures or existing equipment deemed unsafe shall be taken down and removed or made safe in accordance with provisions of the Uniform Code for the Abatement of Dangerous Buildings as adopted by the Dangerous Buildings Code of Boise City.
Notwithstanding any other provision of this code, whenever, in the opinion of the building official, there is an imminent danger due to an unsafe condition, the building official shall have authority to summarily order temporary safeguard work to be performed in order to render the structure temporarily safe or to warn the public of the dangerous condition. The temporary safeguard work required may include, but shall not be limited to placement of placards or signage, erecting barrier tape, barricades, or fencing, securing openings, or other means as the building official deems necessary to address such emergency.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
TOWNHOUSE. A single-family dwelling unit constructed in a row of attached units separated by property lines and with open space on at least two sides.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
Local climatic and geographic design criteria for Table R301.2(1) shall be as follows:
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND SNOW LOADo: 20 PSF.
Design roof load shall not be less than a uniform snow load of 25 psf.
WIND DESIGN SPEEDd (mph): 90
Wind speed from the basic wind speed map [Figure R301.2(4)A]. Wind exposure category shall be determined in accordance with Section R301.2.1.4
WIND DESIGN TOPOGRAPHIC EFFECTSk: NO
In accordance with Section R301.2.1.5
SEISMIC DESIGN CATEGORYf: C
In accordance with Section R301.2.2.1
WEATHERINGa: Severe
As determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C34, C55, C62, C73, C90, C129, C145, C216 or C652.
FROST LINE DEPTHb: 24 inches
TERMITEc: Slight to Moderate
Based on history of local subterranean termite damage.
WINTER DESIGN TEMPe: 10 degrees F
The outdoor design dry-bulb temperature shall be selected from the columns of 97 1/2 percent values for winter from Appendix D of the International Plumbing Code or as determined by the Building Official.
ICE BARRIER UNDER LAYMENT REQUIREDh: NO
In accordance with Sections R905.2.7.1, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there has been a history of local damage from the effects of ice damming.
FLOOD HAZARDSg: First Floodplain Ordinance for the City of Boise City became effective December 12, 1983. Flood Insurance Study (FIS) June 19, 2020. Panel numbers (all with a date of June 19, 2020) are: 0160 J, 0161 J, 0162 J, 0166 J, 0167 J, 0169 J, 0178 J, 0186 J, 0187 J, 0188 J, 0189 J, 0193 J, 0254 J, 0258 J, 0259 J, 0265 J, 0267 J, 0270 J, 0276 J, 0277 J, 0281 J, 0282 J, 0283 J, 0284 J, 0286 J, 0287 J, 0291 J, 0295 J, 0305 J, 0315 J. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section.
AIR FREEZING INDEXi: 894
Based on the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99%) value on the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 32° Fahrenheit)" at www.ncdc.noaa.gov/fpsf.html.
MEAN ANNUAL TEMPj: 51.1 degrees F
Based on the mean annual temperature from the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 32°F)" at www.ncdc.noaa.gov/fpsf.html.
MANUAL J DESIGN CRITERIAn:
Elevation: 2867 Latitude: 44 deg. N.
Winter heating: 11 deg. Summer cooling: 95 deg.
Altitude correction factor: .98 Indoor design temperature: Heating-70 deg.
Design temperature cooling: 75 deg. Heating temperature difference: 60 deg.
Cooling temperature difference: 20 deg. Wind velocity heating: 15.0
Wind velocity cooling: 7.5 Coincident wet bulb: 63 deg.
Daily range: High Winter humidity: 50%
Summer humidity: 50%
Footnotes published underneath Table R301.2(1) in the code are applicable.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 40-20, 12-1-2020, eff. 1-1-2021)
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)
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