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602.1.2 Alternative provisions. As an alternative to the construction types defined in Sections 602.2 through 602.5, buildings and structures erected or to be erected, altered or extended in height or area may be classified as construction type IV-A, IV-B, or IV-C in accordance with the provisions adopted in 9-1A-2 of this Chapter. Buildings and structures classified as construction type IV-A, IV-B, or IV-C shall comply with the provisions adopted in 9-1A-2 of this Chapter and all other applicable provisions of this code.
(Ord. 49-21, 11-30-2021, eff. 1-1-2022)
1503.1 General. Roof decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter. Roof coverings shall be designed, installed, and maintained in accordance with this code and the approved manufacturer's installation instructions such that the roof covering shall serve to protect the building or structure. Roof covering requirements for hillside and Wildland Urban Interface areas shall be regulated by the Fire Prevention Code of the Boise City Code.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 39-20, 12-1-2020, eff. 1-1-2021)
Add exception 3 to section 1605.2 as follows:
3. In Equation 16-3, the snow load S shall be calculated using pm as defined in Section 1608.1. For other load combinations involving snow loads, S shall be calculated using flat roof snow load (pf) or sloped roof snow load (ps) as defined in ASCE 7.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 39-20, 12-1-2020, eff. 1-1-2021)
Add exception 6 to section 1605.3.1 as follows:
6. In Equation 16-10, the snow load S shall be calculated using pm as defined in Section 1608.1. For other load combinations involving snow loads, S shall be calculated using flat roof snow load (pf) or sloped roof snow load (ps) as defined in ASCE 7.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 39-20, 12-1-2020, eff. 1-1-2021)
1608.1 General. Design snow loads shall be determined in accordance with Chapter 7 of ASCE 7, but the design roof load, regardless of roof slope, shall not be less than a uniform snow load of pm = 25 psf. This minimum roof snow load is a separate load case. It need not be used in determining or in combination with drift, sliding, unbalanced, rain-on-snow surcharge, or partial loads. These loads shall be considered as required by ASCE 7 and IBC section 1608.2 as amended. See Figure A showing two examples of required load cases.
FIGURE A

(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 39-20, 12-1-2020, eff. 1-1-2021)
1612.3 Establishment of flood hazard areas. All construction within flood hazard areas as defined by the Flood Hazard regulations of the Boise Development Code shall be designed and constructed in accordance with that ordinance in addition to this code. To establish flood hazard areas, the applicable governing authority shall adopt a flood hazard map and supporting data. The flood hazard map shall include, at a minimum, areas of special flood hazard as identified by the Federal Emergency Management Agency in an engineering report entitled "The Flood Insurance Study for the City of Boise City" with date of issuance, as amended or revised with the accompanying Flood Insurance Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and related supporting data along with any revisions thereto. 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.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 39-20, 12-1-2020, eff. 1-1-2021)
1804.6 Compacted fill material. Where foundations will bear on compacted fill material, the compacted fill shall comply with the provisions of an approved geotechnical report, as set forth in Section 1803.
Exception: Compacted fill material 12 inches in depth or less need not comply with an approved report, provided the in-place dry density is not less than 95 percent of the maximum dry density at optimum moisture content determined in accordance with ASTM D 1557. The compaction shall be verified by special inspection in accordance with Section 1705.6.
(Ord. 44-17, 12-19-2017, eff. 1-1-2018; amd. Ord. 39-20, 12-1-2020, eff. 1-1-2021)
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