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foundation. The ultimate design wind speed, VtjLl,, in the State Residential Code <br /> is equal to the basic design wind speed, V, in the Building Code, Chapter 5A <br /> Hawaii County Code. <br /> (10) Subsection R301.2.1.1 "Wind limitations and wind design reguired," of the <br /> International Residential Code is amended to read as follows: <br /> "R301.2.1.1 Wind lirnitations and wind design required. The wind <br /> provisions of this code shall not apply to the design of buildings where wind <br /> design is required in accordance with [Figiif&4��. �] Subsection R301.2.1. <br /> Exceptions: <br /> 1. For concrete construction, the wind provisions of this code shall apply in <br /> accordance with the limitations of Sections R404 and R608. <br /> 2. For structural insulated panels, the wind provisions of this code shall apply <br /> in accordance with the limitations of Section R610. <br /> 3. For cold-formed steel light-frame construction, the wind provisions of this <br /> code shall apply in accordance with the limitations of Sections R505, R603 <br /> and R804. <br /> In regions where wind design is required in accordance with [Figt� <br /> Subsection R301.2.1, the design of buildings for wind loads shall be <br /> in accordance with one or more of the following methods: <br /> 1. AWC Wood Frame Construction Manual (WFCM) 2018. <br /> 2. ICC Standard for Residential Construction in High-Wind Regions (ICC 600- <br /> 1�4). <br /> 3. [NSGE Mini <br /> 4-.] AISI Standard for Cold-Formed Steel Frarning—Prescriptiue Method for One- <br /> and Two-Family Dwellings (AISI 5230-2015). <br /> [5]4. T-lernational Building Gode] The Building Code, Chapter 5A, Hawai'i <br /> County Code. <br /> The elements of design not addressed by the methods in Items I through [5]4 <br /> shall be in accordance with the provisions of this code. <br /> [Where ASGE 7 of the 1-nternettional Building G-de -is used 4?__ 4-1— A-4— _4? <br /> the buill-ching, the wind speed map a.. <br /> -nationed Building Code shall be used.] <br /> ,eeified ASGE 7 an-1 the .,,. I— <br /> Where wind design is required and design is in accordance with the methods <br /> in Items I through 3, the building must be provided with opening protection for <br /> windborne debris. Options for opening protection or alternatives to opening <br /> protection shall be in accordance with the Building Code, Chapter 5A, Hawal'i <br /> County Code." <br /> 10 <br />