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BIL 044 Draft 02 2020-2022
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BIL 044 Draft 02 2020-2022
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Entry Properties
Last modified
8/31/2021 3:25:33 PM
Creation date
8/10/2021 8:40:07 AM
Metadata
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Template:
Bill/Resolution
Bill/Resolution - Type
BIL
Bill/Resolution - Council Term
2020-2022
Bill/Resolution
044
Draft
02
Introducer
Susan L. K. Lee Loy, Council Member
Referred To
COUNCIL
Action 1
Council: Bill 44 Draft 2, passes first reading - 8/4/21
Action 2
Council: Bill 44 Draft 2, passes second & final reading - 8/18/21
Date To Mayor or Adoption Date
8/27/2021
Reading Number
1
Reading Date
8/4/2021
Ayes
7-Chung, David, Inaba, Kierkiewicz, Kimball, Lee Loy, Richards
Noes
1-Villegas
Absent
1-Kaneali'i-Kleinfelder
Excused
0
Reading Number .
2
Reading Date .
8/18/2021
Ayes .
5-David, Inaba, Kierkiewicz, Kimball, Lee Loy
Noes .
2-Kaneali'i-Kleinfelder, Villegas
Absent .
2-Chung, Richards
Excused .
0
Document Relationships
AGE COUNCIL 2021-08-18 2020-2022
(Related To)
Path:
\Council Records\Agendas\2020-2022\Council
COM 0281.032 2020-2022
(Related)
Path:
\Council Records\Communications\2020-2022
ORD 2021-061 2020-2022
(Related To)
Path:
\Council Records\Ordinances\2021
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foundation. The ultimate design wind speed, VULT, in the State Residential Code <br /> is equal to the basic design wind speed, V, in the Building Code, Chapter 5A, <br /> Hawai`i County Code. <br /> (10) Subsection R301.2.1.1, "Wind limitations and wind design required," of the <br /> International Residential Code is amended to read as follows: <br /> "R301.2.1.1 Wind limitations 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 [Figure R301.2(5)B1 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 [Figure <br /> R301.2(5)B] 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 /> 14). <br /> b <br /> 10). <br /> 4] AISI Standard for Cold-Formed Steel Framing—Prescriptive Method for One- <br /> and Two-Family Dwellings (AISI 5230-2015). <br /> [a]4. [International Building-Code] The Building Code, Chapter 5A, Hawai`i <br /> County Code. <br /> The elements of design not addressed by the methods in Items 1 through [514 <br /> shall be in accordance with the provisions of this code. <br /> [Where ASCE 7 or the International Building Code is used for the design of <br /> specified in ASCE 7 and the International Building Code shall be used.] <br /> Where wind design is required and design is in accordance with the methods <br /> in Items 1 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, Hawai`i <br /> County Code." <br /> 10 <br />
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