16.08A.R111
16.08A. R112
16.08A. R113
16.08A.R114
16.08A. R301.1.2.1
16.08A. R301.2.1
16.08A. R301.2.1.1
16.08A. R301.2(1)
16.08A. R301.2.1.2
16.08A. R301.2.1.3
16.08A. R301.2.1.3
16.08A. R301.2.1.4
16.08AR301.2.4
16.08A.R302.1
16.08A. R302.2
16.08A. R309.4
16.08A. R309.5
16.08A. R319
16.08A. R320
16.08A. R322
16.08A. R323.3
16.08A. R324
16.08A. R325
16.08A R326
16.08A.R408.7
16.08A. R611.9
16.08A. R802.10.5
16.08A. R802.11.1
16.08A.804.4
16.08A.806.5
Section R111 deleted.
Section R112 amended.
Section R113 amended.
Section R114 amended.
Subsection R301.1.2.1 added.
Subsection R301.2.1 amended.
Subsection R301.2.1.1 amended.
Table R301.2(1) amended.
Subsection R301.2.1.2 amended.
Subsection R301.2.1.3 amended.
Table R301.2.1.3 amended.
Subsection R301.2.1.4 amended.
Subsection R301.2.4 deleted.
Table R302.1 amended.
Subsection R302.2 added.
Subsection R309.4 amended.
Subsection R309.5 deleted.
Section R319 amended.
Section R320 amended.
Section R322 amended.
Subsection R323 amended.
Section R324 deleted.
Section R325 added.
Section R326 added.
Subsection R408.7 deleted.
Subsection R611.9 amended.
Subsection R802.10.5 amended.
Subsection R802.11.1 amended.
Subsection R804.4 amended.
Subsection R806.5 added.
16.08A.R100 The International Residential Code. Part I, Part II, and Part III
(Chapters 1-10) of the "International Residential Code, 2006 Edition", herein referred to
as the International Residential Code, Residential Code, IRC, or this code, and as
copyrighted and published in 2006 by the International Code Council, Inc., 4051 West
Flossmoor Road, Country Club Hills IL 60478-5795, is incorporated by reference and
made a part hereof, subject to the amendments set forth in this chapter.
16.08A.R101.2 Subsection R101.2 amended. Section R101 of the International
Residential Code is amended by amending section R101.2 to read as follows:
R101.2 Scope. The provisions of the International Residential Code for Oneand Two-family Dwellings shall be permitted to apply to the construction, alteration,
movement, enlargement, replacement, repair, equipment, use and occupancy, location,
2
removal and demolition of detached one- and two-family dwellings and townhouses not
more than three stories above-grade in height with a separate means of egress and their
accessory structures. The building official can require any building or structure regulated
by this code to comply with the requirements of Section 16.26B, Maui County Code, as
amended.
16.08A.R102.4 Subsection R102.4 amended. Section R102 of the International
Residential Code is amended by amending subsection R102.4 to read as follows:
R102.4 Referenced codes and standards. The codes and standards referenced in
this code shall be considered [part of the requirements] guidelines of this code to the
prescribed extent of each such reference. Where differences occur between provisions
of this code and referenced codes and standards, the provisions of this code shall apply.
[Exception: Where enforcement of a code provision would violate the conditions
of the listing of the equipment or appliance, the conditions of the listing and
manufacturer's instructions shall apply.]
R102.4.1 Conflicts with other codes. If a referenced code conflicts with
another applicable law of the jurisdiction, then said applicable law shall prevail over the
guideline in the referenced code.
16.08A.R102.7 Subsection R102.7 amended. Section R102 of the International
Residential Code is amended by amending subsection R102.7 to read as follows:
R102.7 Existing structures. [The legal occupancy of any structure existing on the
date of adoption of this code shall be permitted to continue without change, except as is
specifically covered in this code, the International Property Maintenance Code or the
International Fire Code, or as is deemed necessary by the building official for the general
safety and welfare of the occupants and the public.] Buildings in existence at the time of
the adoption of this code may have their existing use or occupancy continued if such use
or occupancy was legal at the time of the adoption of this code, provided such continued
use does not constitute a hazard to the general safety and welfare of the occupant and
the public.
16.08A.R103 Section R103 amended. Section R103 of the International
Residential Code is amended by deleting section R103 and adding a new section R103
to read as follows:
SECTION R103
[DEPARTMENT OF BUILDING SAFETY]
ENFORCEMENT AGENCY
R103.1 General. Enforcement agency shall be in accordance with Section 16.26B,
3
Maui County Code, as amended.
16.08A.R104 Section R104 amended. Section R104 of the International
Residential Code is amended by deleting section R104 and by adding a new section
R104 to read as follows:
SECTION R104
DUTIES AND POWERS OF THE BUILDING OFFICIAL
R104.1 General. Duties and powers of the building official shall be in accordance with
Section 16.26B, Maui County Code, as amended.
16.08A.R105 Section R105 amended. Section R105 of the International
Residential Code is amended by deleting section R105 and by adding a new section
R105 to read as follows:
SECTION R105
PERMITS
R105.1 General. Permits shall be in accordance with Section 16.26B, Maui County
Code, as amended.
16.08A.R106 Section R106 amended. Section R106 of the International
Residential Code is amended by deleting section R106 and adding a new section R106
to read as follows:
SECTION R106
CONSTRUCTION DOCUMENTS
R106.1 General. Construction documents shall be in accordance with Section 16.26B,
Maui County Code, as amended.
16.08A.R107 Section R107 amended. Section R107 of the International
Residential Code is amended by deleting section R107 and by adding a new section
R107 to read as follows:
SECTION R107
TEMPORARY STRUCTURES AND USES
R107.1 General. Temporary structures and uses shall be in accordance with Section
16.26B, Maui County Code, as amended.
16.08A.R108 Section R108 amended. Section R108 of the International
Residential Code is amended by deleting section R108 and by adding a new section
R108 to read as follows:
4
SECTION R108
FEES
R108.1 General. Fees shall be in accordance with Section 16.26B, Maui County Code,
as amended.
16.08A.R109 Section R109 amended. Section R109 of the International
Residential Code is amended by deleting section R109 and adding a new section R109
to read as follows:
SECTION R109
INSPECTIONS
R109.1 General. Inspections shall be in accordance with Section 16.26B, Maui County
Code, as amended.
16.08A.R110 Section R110 amended. Section R110 of the International
Residential Code is amended by deleting section R110 and adding a new section R110
to read as follows:
SECTION R110
CERTIFICATE OF OCCUPANCY
R110.1 General. Certificate of occupancy shall be in accordance with Section 1626B,
Maui County Code, as amended.
16.08A.R111
Section R111 deleted. Section R111 of the International
Residential Code is deleted in its entirety.
16.08A.R112 Section R112 amended. Section R112 of the International
Residential Code is amended by deleting section R112 and adding a new section R112
to read as follows:
SECTION R112
VARIANCES AND APPEALS
R112.1 General. Variances and Appeals shall be in accordance with Section 16.26B,
Maui County Code, as amended.
16.08A.R113 Section R113 amended. Section R113 of the International
Residential Code is amended by deleting section R113 and adding a new section R113
to read as follows:
5
SECTION R113
VIOLATIONS
R113.1 General. Violations shall be in accordance with Section 16.26B, Maui County
Code, as amended.
16.08A.R114 Section R114 amended. Section R114 of the International
Residential Code is amended by deleting section R114 and adding a new section R114
to read as follows:
SECTION R114
STOP WORK ORDER
R114.1 General. Stop work order shall be in accordance with Section 16.26B, Maui
County Code, as amended.
16.08A.R301.1.2.1
Subsection R301.1.2.1 added. Section R301 of the
International Residential Code is amended by adding a new subsection R301.1.2.1 to be
appropriately designated and to read as follows:
SECTION R301.1.2.1 COMPLETE LOAD PATH AND UPLIFT TIES
R301.1.2.1 General. Blocking, bridging, straps, approved framing anchors or
mechanical fasteners shall be designed and installed to provide continuous ties
from the roof to the foundation system. Sheet metal clamps, ties or clips, shall be
formed of galvanized steel or other approved corrosion-resistant material not less
than 0.040 inch (1.01 mm) nominal thickness. Uplift resistance shall be in
accordance with Table R802.11.
16.08A.R301.2.1 Subsection R301.2.1 amended. Section R301 of the
International Residential Code is amended by amending Section R301.2.1 to read as
follows:
R301.2.1 Wind limitations. Buildings and portions thereof shall be limited by wind
speed, [as defined in Table R301.2(1)] and construction methods in accordance with
Table R301.2(1), Figure R301.2(8), and this code. [Basic wind speeds shall be
determined from Figure R301.2(4).1 Wherever the basic wind speed is used for
determination of the wind loads, the value shall be the Effective Basic Wind Speed, Veff
determined from Figure R301.2(9a, 9b, 9c), which adjusts the basic wind speed for
special topographic wind regions. Where different construction methods and structural
materials are used for various portions of a building, the applicable requirements of this
section for each portion shall apply. Where loads for wall coverings, curtain walls, roof
coverings, exterior windows, skylights, garage doors and exterior doors are not
otherwise specified, the loads listed in Table R301.2(2) adjusted for height and exposure
using Table R301.2(3), shall be used to determine design load performance
6
requirements for wall coverings, curtain walls, roof coverings, exterior windows,
skylights, garage doors and exterior doors. Asphalt shingles shall be designed for wind
speeds in accordance with Section R905.2.6.
— Major Roads
— Seismic Design Spectral Acceleration parameter Contour
Applicable regions of the IRC 2006 selection
where the effective wind speed is less than 10
and Seismic Design Categories other than E.
Notes:
A. Imemorhilrol Rennicariat"mle (IR() 2006, will the following Imitations, shall app!) , I one. 4114mo-family
consuucted in shaded relaorts as shown in this reap where the elrecti•e wind speed is less than ton ;lido per hour and within
Seismic Dewgis Categones attention E.
I
WILLOOLL,INISLII hose protection for windburnc debris in actOtd8Wee with Section 113111,2.1.2.
2.
Material it right Imitations Avenge dead loads shall not oreed 15 pounds per square foot for the combined roof and
ceiling assemblies or In pounds pa square foot for door assemblies. For estalmon, and weivlit limitations Arc walls
ahove grade, WO SO:10111150 1 2 2 2 1.
3.
Irregularity limitations Pr.ericnisc construction as MitUlaW,C1 by MC 20% shall MX bC toed for irregular stnactuirs
located in Seismic IXoign CatelmovsC, 13,. Di and II,. Irregular portions of structures shall be designed in lea dance
with occupied co,,, iu,oring practice to the own' the irregular reamrix affect the performance pf the remaining structural
When die forces asap fated w ith de trregularit, are foisted by a suuctural system designed in accordance with aacepf
engincerin
s:itg the provisions alit( 7.(ALS, design of the remainda ohne building shall be permitted usi
the pimo,imis of /RC 20W,. See Section R301 2 2 2 fne ilOSSOLOOS of irregular building
4. Buildings in SOISIIISL Design Category C shall be constmeted in acconlanee with the additional requinanattsof on R301 2.2 3. Buildings in Seismic Design
Categoric, D. Ih reel far shall be constnicted in accordance with the additional requirements of Section RYA. IA.
3.
Buildings or structures located in whole or in pan in itimtified flOOLIWILyi Shall be designed amid constructed stipulated m the 1 orvr,ourgrar llnildi,, Co*,
6,
littildevs conuructed in sOSO,OL1SCS with (bc provisions of Mr' 2nun diall be lintitn1 w scary heights rags.led by Section 11311
7,
Wood foandopena shall be designed and Mstall,1 in ar“nhatec with AV.:PA Ronan lgo,7 swept USN L, pros miens of lire 0.pict 4 shall be 'remitted to be
,aced for mood foLlatLIOLIOLIS only in SILS fOlIONILLIs MILL:ISOM: Al 01 buildings that have so more dem wvs 0Orl and a rewf, b) Wt. Linen. basement and foundation
walls are eensmioed at intervals not mending Su feet Stood foundations in Seismic Design Cate 13,. D, and 13, shall be,..sitned in accordance ,vith accepted
engincerict! practice
g,
Fill snits 1144 support footings and found•m.41s shall be designed. installed and toted in acco4a
‘ith accepted engineering practice
9.
ELLIALOSOCOLLs LIOSILLI its requited if length 01 shawl wad studs exceeds the maximum allowable len
of wood wall nuidsdefined in Table 11612.3.1
IV Sec Section ito.t I I for applicability hems of cold.formsyl sted wall fronting members
I L Masunny shall c44 .,414 in Seismic DoMn Colognes II,. D., raid D,„ other than those COALLOSti &SCOW R616.122. L2. shall be deem.
30361.5.1 5f77415 ii)2 For exceptions. see Section R6.0,12321.
Alternative standards permitted are listed as follows C011 >MAL:II:SO ollibLIIC shaded regions•d.rgned in accordance with ono ilthe follow mg
dr.-raw:1y DurlIongs orb,. i) 'enclosed bieldinpri
I,
Amerman FOrOLLI and Paper Asi.ociation tAF&PA If'rail ,romcl'o■hrmr10,1 Ahrmni fie 2. 411011111,), IIOUCn (.02,44 for fluthimg, • Uni
Sfrn.rnro
3.
American Iron turd Steel Institute fAISI)„. art4dirnlli.cCrrirl-tbrrucil Sire I Framing Peen,Aktfrod For Chir- and lq MIf.mtly ls.. a/logo tr - ril.S1'140 prncloacrl
4, Concrete constniction shall bodoigned in accordance with
triC11(0,1sIOLIS
or IRC 25616.
A
0 2.5 5
10 Miles
111111111
Maui County Map olApplicability of tnlomuhonal Ra madantisl Coda 2006
Figure R301.2(8) County of Maui Map showing where the IRC is applicable without an
engineered structural design using the International Building Code or the referenced
wind and seismic standards
7
Major R s Effe ctive Wind Speed (mph)
-- 90
Land Use
At culture
Conservation — — 110
• Urban
120
Rural
130
— 140
150
180
170
0
2;5
5
180
10 Mlles
[III
a
Wand of Mau
(for components and cladding "nth moan root height less than or equal to 100 ft)
Figure R301.2 (9a) County of Maui, Island of Maui Effective Basic Wind Speed, Veff , for
Components and Cladding for Buildings less than 100 ft. Tall
8
Major Roads
Effective Wind Speed (mph)
120
Land Use
No
Agriculture
--- 130
Conservation - 140
Urban
Rural
A
0
I
2,5
-- 180
5
I
10 Miles
I
I
I
Effective Vtind Speed Contour for the Istend of Molokai
(for Cornpanonls and C rid ing with mean roof height less than or equal to 10011)
Figure R301.2 (9b) County of Maui, Island of Molokai Effective Basic Wind Speed, Veff ,
for Components and Cladding for Buildings less than 100 ft. Tall
9
- Major Roads Effective Wind Speed (mph)
110
Land Use
pem Agriculture — --- 120
Conservation
130
— 140
Urban
150
Rural
160
0
2.5
1.25
4
r
4
t
i
5 Miles
Ef?ectivelMnd Speed Co our for the Island of Lanai
(for composer
ing WOO mean roof height less than or *quill lo 1D0 II)
Figure R301.2 (9c) County of Maui, Island of Lanai Effective Basic Wind Speed, Veff ,
for Components and Cladding for Buildings less than 100 ft. Tall
10
16.08A.R301.2.1.1 Subsection R301.2.1.1 amended. Section R301 of the
International Residential Code is amended by amending subsection R301.2.1.1 to read
as follows:
R301.2.1.1 Design criteria. Construction in regions where the [basic wind speeds from
Figure R301.2(4)] effective wind speed, Veff, from Figure R301.2(9a, 9b, 9c), equal or
exceed 100 miles per hour (45 m/s) [in hurricane-prone regions, or 110 miles per hour
(49 m/s) elsewhere,] shall be designed in accordance with one of the following:
1.
American Forest and Paper Association (AF&PA) Wood Frame
Construction Manual for One- and Two-Family Dwellings (WFCM); or
2.
Southern Building Code Congress International Standard for
Hurricane Resistant Residential Construction (SSTD 10); or
3.
Minimum Design Loads for Buildings and Other Structures (ASCE7); or
4.
American Iron and Steel Institute (AISI), Standard for Cold-Formed
Steel Framing-Prescriptive Method for One- and Two-family Dwellings
(COFS/PM) with Supplement to Standard for Cold-Formed Steel Framing —
Prescriptive Method for One- and Two-Family Dwellings.
5.
Concrete construction shall be designed in accordance with the
provisions of this code.
16.08A.R301.2(1)
Table R301.2(1) amended. Table R301.2(1) of the
International Residential Code is amended by amending Table R301.2(1) to read as
follows:
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND
SPEED d
(mph)
SEISMIC
DESIGN
CATEGORY`
SUBJECT TO DAMAGE FROM
Weatheringa
Termite e
Frost
line
depth b
WINTER
DESIGN
TEMP°
ICE
BARRIER
UNDERLAYMENT
REQUIREDh
FLOOD
HAZARDS g
AIR
FREEZING
INDEX'
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of
this code. The weathering column shall be filled in with the weathering index (i.e., "negligible," "moderate" or "severe") for
concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be
determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The [jurisdiction] applicant shall fill in the
frost line depth column with the minimum depth of footing below finish grade.
c.
The [jurisdiction] applicant shall fill in this part of the table to indicate the need for protection depending on whether there has
been a history of local subterranean termite damage.
d. The [jurisdiction] applicant shall fill in this part of the table with the wind speed [from the basic wind speed map Figure
R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4.
e. 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. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or
local weather experience as determined by the building official.
f.
The [jurisdiction] applicant shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1.
g.
The [jurisdiction] applicant shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood
11
MEAN
ANNUAL
TEMP
h.
i.
j.
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the
currently effective FIRM and FBFM, or other flood hazard map adopted by the community, as may be amended.
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, the [jurisdiction] applicant shall fill in this part of the table with "YES".
Otherwise, the [jurisdiction] applicant shall fill in this part of the table with "NO".
The [jurisdiction] applicant shall fill in this part of the table with 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.
The [jurisdiction] applicant shall fill in this part of the table with the mean annual temperature from the National Climatic Data
Center data table "Air Freezing Index-USA Method (Base 32°Fahrenheit)" at www.ncdc.noaa.gov/fpsf.html.
16.08A.R301.2.1.2 Subsection R301.2.1.2 amended. Section R301 of the
International Residential Code is amended by amending subsection R301.2.1.2 to read
as follows:
R301.2.1.2 Protection of openings. Windows in buildings located in windborne debris
regions shall have glazed openings protected from windborne debris. Glazed opening
protection for windborne debris shall meet the requirements of the Large Missile Test of
an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced
therein.
Exceptions:
1.
Wood structural panels with a minimum thickness of 7/16 inch (11.1
mm) and a maximum panel span of 8 feet (2438 mm) shall be permitted for
opening protection in one- and two-story buildings. Panels shall be precut so that
they shall be attached to the framing surrounding the opening containing the
product with the glazed opening. Panels shall be secured with the attachment
hardware provided. Attachments shall be designed to resist the component and
cladding loads determined in accordance with either Table R301.2(2) or [ASCE
7.] section 1609.6.5 of the International Building Code. Attachment in accordance
with Table R301.2.1.2 is permitted for buildings with a mean roof height of 33 feet
(10 058 mm) or less where the effective wind speeds do not exceed 130 miles per
hour (58 m/s).
2.
Occupancy R-3 Buildings (including their components and cladding)
designed as a partially enclosed structure in accordance with the International
Building Code and with a residential safe room in accordance with section R325.
12
TABLE R301.2.1.2
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS "Ad
FASTENER SPACING
FASTENER TYPE
Panel span
4 feet
4 feet
< Panel Span
6 feet
No. 6 wood screws
16"
12"
9"
No 8 wood screws
16"
16"
12"
6 feet
< Panel span
8 feet
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg
1 mile per hour = 0.447 m/s.
a. This table is based on 130 mph wind speeds and a 33-footmean roof height.
b. Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall be located a minimum of 1 inch from
the edge of the panel.
c. Fasteners shall be long enough to penetrate through the exterior wall covering and a minimum of 1-1/4 inches into wood wall
framing and a minimum of 1-1/4 inches into concrete block or concrete, and into steel framing a minimum of 3 exposed threads.
Fasteners shall be located a minimum of 2-1/2
inches from the edge of concrete block or concrete.
d. Where screws are attached to masonry or masonry/stucco, they shall be attached using vibration-resistant anchors having a
minimum ultimate withdrawal capacity of 490 pounds.
16.08A.R301.2.1.3 Subsection R301.2.1.3 amended. Section R301 of the
International Residential Code is amended by amending subsection R301.2.1.3 to read
as follows:
R301.2.1.3 Wind speed conversion. When referenced documents are based on
fastest mile wind speeds, the three-second gust [basic] effective wind [speeds, V35, of
Figure R301.2)(4)1 velocities of Figure R301.2(9a, 9b, 9c) shall be converted to fastest
mile wind [speeds, Vf m ,] velocities using Table R301.2.1.3.
16.08A.R301.2.1.3
Table R301.2.1.3 amended. Section R301 of the
International Residential Code is amended by amending Table R301.2.1.3 to read as
follows:
[3-second
gust, V3s]
85
90
TABLE R301.2.1.3
EQUIVALENT BASIC WIND SPEEDS a
95
100 105 110 120 125 130 140
145
150
160
170
128
133
142
152
Veff
[Fastest 71
76 80
85
90
mile,] Vfm,
For SI: 1 mile per hour = -0.447 m/s
[a. Linear interpolation is permitted.]
95
104
13
109
114
123
16.08A.R301.2.1.4 Subsection R301.2.1.4 amended. Subsection R301 of the
International Residential Code is amended by amending Section R301.2.1.4 to read as
follows:
R301.2.1.4 Exposure category. For each wind direction considered, an exposure
category that adequately reflects the characteristics of ground surface irregularities shall
be determined for the site at which the building or structure is to be constructed. For a
site located in the transition zone between categories, the category resulting in the
largest wind forces shall apply. Account shall be taken of variations in ground surface
roughness that arise from natural topography and vegetation as well as from constructed
features. For any given wind direction, the exposure in which a specific building or other
structure is sited shall be assessed as being one of the following categories:
[1. Exposure A. Large city centers with at least 50 percent of the
buildings having a height in excess of 70 feet (21 336 mm). Use of this exposure
category shall be limited to those areas for which terrain representative of
Exposure A prevails in the upwind direction for a distance of at least 0.5 mile (0.8
km) or 10 times the height of the building or other structure, whichever is greater.
Possible channeling effects or increased velocity pressures due to the building or
structure being located in the wake of adjacent buildings shall be taken into
account.
2.] 1. Exposure B. Urban and suburban areas, wooded areas, or other
terrain with numerous closely spaced obstructions having the size of single- family
dwellings or larger, or within the areas shown in Figure R 301.2(10a, 10b).
[Exposure B shall be assumed unless the site meets the definition of another type
exposure.
3.]2. Exposure C. Open terrain with scattered obstructions, including
surface undulations or other irregularities, having heights generally less than 30
feet (9144 mm) extending more than 1,500 feet (457m) from the building site in
any quadrant. This category includes flat open country, grasslands, shorelines, all
water surfaces. This exposure shall also apply to any building located within
Exposure B type terrain where the building is directly adjacent to open areas of
Exposure C type terrain in any quadrant for a distance of more than 600 feet (183
m). This category includes flat open country, grasslands and shorelines in
hurricane prone regions, and the areas shown in Figure R 301.2(10a, 10b).
[4. Exposure D. Flat, unobstructed areas exposed to wind flowing over
open water (excluding shorelines in hurricane prone regions) for a distance of at
least 1 mile (1.61 km). Shorelines in Exposure D include inland waterways, the
Great Lakes and coastal areas of California, Oregon, Washington and Alaska.
This exposure shall apply only to those buildings and other structures exposed to
the wind coming from over the water. Exposure D extends inland from the
shoreline a distance of 1,500 feet (457 m) or 10 times the height of the building or
structure, whichever is greater.]
14
Exposure B/C Boundary
Major roads
Elevation Contour (ft)
100
500
1000
Land Use
Agriculture
Censer:vegan
Rural
Urb
Notes:
1. Intermediate exposures between categories B and C are permitted when substantiated per ASCE 7.
2. For buildings whose mean roof height is less than or equal to 30 ft, exposure category shall be
permitted to be evaluated per Section 1809.4.
3, For buildings whose height is equal to or greater than 100 ft, exposure category shall be determined
per Section 1609,4.1.
Exposure Category Zones for the Islands of Maui and Kahoolawa
(for buildings with mean roof height loss than 100 feel)
(Based on NOAA land cover data 2002 and lend saleiltte Images)
Figure R301.2(10a) Exposure Category Zones for Island of Maui, Maui County
15
Kalt,,, la ■ -
Kalaugar , 1
•-,
Exposure BIC Boundary
Elevation Contour (ft)
-
100
-- -
--
1000
' ,/,- Kualatyou
r...,,w1,31..,
.
- _
-
Kaunakakai
Major roads
Land Use
Agriculture
A
Conservation
Rural
Urban
0
2.5
5
I
10 Miles
I
L3f13,
Notes:
1. Intermediate exposures between categories B and C are permitted when substantiated per ASCE 7.
2, For buildings whose mean roof height Is less than or equal to 30 ft, exposure category shall be
permitted to be evaluated par Section 1609.4,
3. For buildings whose height is equal to or greater than 100 ft. exposure category shall be determined
per Section 1609.4.1.
Cy
Moneta Bay
Exposure Category Zones for Me 'Vendee( Moboltal end Lanai
(for buildings with mean rool nelght teas then 100 feel)
Maud on NOAH tend raver data 2002 endlend satellite Maces)
Figure R301.2(10b) Exposure Category Zones for Islands of Molokai and Lanai, Maui
County
16
16.08A.R301.2.4 Subsection R301.2.4 deleted. Subsection R301.2.4 of the
International Residential Code is deleted in its entirety.
16.08A.R302.1 Table R302.1 amended. Table R302.1 of the International
Residential Code is amended to read as follows.
TABLE R302.1
EXTERIOR WALLS
EXTERIOR WALL ELEMENT
Walls
MINIMUM
MINIMUM FIRE
FIRE-RESISTANCE RATING
SEPARATION DISTANCE
1 hour with exposure from
0 feet
(Fire-resistance rated)
both sides
Projections
Openings
Penetrations
(Not fire-resistance rated)
0 hours
5 feet
(Fire-resistance rated)
1 hour on the underside
2 feet
(Not fire-resistance rated)
0 hours
[5] 3 feet
Not allowed
N/A
< 3 feet
25% Maximum of Wall Area
0 hours
3 feet
Unlimited
0 hours
5 feet
All
Comply with Section R317.3
< 5 feet
None required
5 feet
16.08A.R302.2
Subsection R302.2 added.Subsection R302 of the
International Residential Code is amended by adding subsection R302.2 to read as
follows.
R302.2 Distance between buildings on the same lot . Detached buildings on
the same lot shall be separated a minimum 10 feet apart as required by the building
official.
16.08A.R309.4 Subsection R309.4 amended. Section R309 of the International
Residential Code is amended by amending subsection R309.4 to read as follows:
R309.4 Carports. Carports shall be open on at least two sides. One side shall
be at least 100 percent open, with 100 percent net openings on another side or which is
provided with equivalent openings on two or more sides. Carport floor surfaces shall be
of approved noncombustible material. Carports not [open on at least two sides] meeting
the opening requirements shall be considered a garage and shall comply with the
provisions of this section for garages.
Exception: Asphalt surfaces shall be permitted at ground level in carports.
The area of floor used for parking of automobiles or other vehicles shall be sloped
to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway.
17
16.08A.R309.5 Subsection R309.5 deleted. Subsection R309.5 of the
International Residential Code is deleted in its entirety.
16.08A.R319 Section R319 amended. Section R319 of the International
Residential Code is amended by deleting section R319 and adding a new section R319
to read as follows:
SECTION R319
PROTECTION AGAINST DECAY
R319.1 Preservative-treated wood. Structural lumber, including plywood, posts,
beams, rafters, joists, trusses, studs, plates, sills, sleepers, roof and floor sheathing,
flooring and headers of new wood-frame buildings and additions shall be:
1.
Treated in accordance with AWPA Standard U1 (UC1 thru UC4B) for
AWPA Standardized Preservatives, all marked or branded and monitored by an
approving agency. Incising is not required, providing that the retention and
penetration requirements of these standards are met.
2.
For SBX disodium octaborate tetrahydrate (DOT), retention shall be not
less than 0.28 p_cf13203 (0.42 pcf DOT) for exposure to Formosan termites All such
lumber shall be protected from direct weather exposure as directed in AWPA UC1
and UC2.
3.
For structural glued-laminated members made up of dimensional lumber,
engineered wood products, or structural composite lumber, pressure treated in
accordance with AWPA U1 (UC1 thru UC4B) or by Light Oil Solvent Preservative
(LOSP) treatment standard as approved by the building official. Water based
treatment processes as listed in paragraphs 1 and 2 are not allowed to be used on
these products unless specified by a structural engineer for use with reduced load
values and permitted by the product manufacturer.
4.
For structural composite wood products, treated by non-pressure
processes in accordance with AWPA Standard U1 (UC1, UC2 and UC3A) or
approved by the building official.
Moisture Content of treated wood. When wood pressure treated with a water-borne
preservative is used in enclosed locations where drying in service cannot readily occur,
such wood shall be at a moisture content of 19 percent or less before being covered with
insulation, interior wall finish, floor covering or other material.
R319.1.1 Field treatment. Field-cut ends, notches and drilled holes of preservativetreated wood shall be treated in the field in accordance with AWPA M4, or in accordance
with the approved preservative manufacturer's ICC-Evaluation Services report
requirements.
R319.1.2 Ground contact. All wood in contact with the ground, embedded in concrete
in direct contact with the ground or embedded in concrete exposed to the weather that
18
supports permanent structures intended for human occupancy shall be approved
pressure-preservative-treated wood suitable for ground contact use.
R319.1.3 Appurtenances. Approved naturally durable or pressure-preservative-treated
wood shall be used for those portions of wood members that form the structural supports
of buildings, balconies, porches or similar permanent building appurtenances.
R319.1.4 Wood columns. Wood columns shall be approved wood of natural decay
resistance or approved pressure-preservative- treated wood.
R319.1.5 Glued-laminated timbers. Glued-laminated timbers that form the structural
supports of a building or other structure shall be pressure treated with preservative, or be
manufactured from naturally durable or preservative-treated wood.
R319.2 Quality mark. Lumber and plywood required to be pressure-preservativetreated in accordance with Section R319.1 shall bear the quality mark of an approved
inspection agency that maintains continuing supervision, testing and inspection over the
quality of the product and that has been approved by an accreditation body that complies
with the requirements of the American Lumber Standard Committee treated wood
program. The quality control and inspection program shall meet or exceed the
requirements of AWPA Standards M2 and M3.
R319.2.1 Required information. The required quality mark on each piece of pressure
preservative-treated lumber or plywood shall contain the following information:
1.
Identification of the treating plant.
2.
Type of preservative.
3.
The minimum preservative retention.
4.
End use for which the product was treated.
5.
Standard to which the product was treated.
6.
Identity of the approved inspection agency.
7.
The designation "Dry," if applicable.
Exception: Quality marks on lumber less than 1 inch (25.4 mm) nominal
thickness, or lumber less than nominal 1 inch by 5 inches (25.4 mm by 127 mm)
or 2 inches by 4 inches (51 mm by 102 mm) or lumber 36 inches (914 mm) or less
in length shall be applied by stamping the faces of exterior pieces or by end
labeling not less than 25 percent of the pieces of a bundled unit.
R319.3 Fasteners in non-borate-preservative-treated and fire-retardant-treated wood.
Fasteners for pressure-preservative and fire-retardant-treated wood, other than borate
(SBX, ZB) or LSOP treatments as approved in section R319 Protection Against Decay,
shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or
copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM
A 153.
19
Exceptions:
1.
One-half-inch (12.7 mm) diameter or larger steel bolts.
2.
Fasteners other than nails and timber rivets, wood screws and lag
screws shall be permitted to be of mechanically deposited zinc coated steel with
coating weights in accordance with ASTM B 695, Class 55, minimum.
Fastenings for wood foundations shall be as required in AF&PA Technical Report No. 7.
16.08A.R320 Section R320 amended. Section R320 of the International
Residential Code is amended by deleting section R320 and adding a new section R320
to read as follows:
SECTION R320
PROTECTION AGAINST
SUBTERRANEAN TERMITES
R320.1 Subterranean termite control methods. Protection from decay and termites
shall be provided by the use of naturally durable or preservative-treated wood.
1.
Wood used above ground. Structural lumber installed above
ground shall be preservative-treated wood in accordance with Section R319.
2.
Soil treatment and termite barriers. Where structural lumber of
wood frame buildings or structures are supported directly on the ground by a
concrete slab, or concrete and/or masonry foundation Formosan subterranean
termite protection shall be provided by either chemically treating the soil beneath
and adjacent to the building or structure by a Hawaii licensed pest control
operator, or stainless steel termite barrier, or other termite protection measures
approved by the building official.
All soil treatment, stainless steel termite barrier, and termite protection
measures shall be installed according to manufacturer's recommendations for
control of Formosan subterranean termites.
3.
Wood in ground contact. Wood supporting permanent buildings
and structures, which is in direct soil contact or is embedded in concrete or
masonry in direct contact with earth shall be treated to the appropriate commodity
specification of AWPA Standard U1.
Wood in direct soil contact but not supporting any permanent buildings or
structures shall be treated to the appropriate commodity specification of AWPA
Standard U1 for ground contact.
4.
Retaining walls. Wood in retaining or crib wall shall be treated to
AWPA Standard Ul.
5.
Wood and earth separation. Where wood is used with less than 6inch vertical separation from earth (finish grade), it shall be treated for groundcontact use.
Where planter boxes are installed adjacent to wood frame walls, a 2-inch-wide (51
mm) air space shall be provided between the planter and the wall. Flashings shall
be installed when the air space is less than 6 inches (152 mm) in width. Where
20
flashing is used, provisions shall be made to permit circulation of air in the air
space. The wood-frame wall shall be provided with an exterior wall covering.
R320.1.1 Quality mark. Lumber and plywood required to be pressurepreservative-treated in accordance with section R320.1 shall bear the quality mark
of an approved inspection agency which maintains continuing supervision, testing
and inspection over the quality of the product and which has been approved by an
accreditation body which complies with the requirements of the American Lumber
Standard Committee treated wood program.
R320.1.2 Field treatment. Field-cut ends, notches, and drilled holes of
pressure preservative-treated wood shall be retreated in the field in accordance
with AWPA M4, or in accordance with the approved preservative manufacturer's
ICC-Evaluation Services report requirements.
R320.2 Chemical termiticide treatment. Chemical termiticide treatment shall include
soil treatment and/or field applied wood treatment. The concentration, rate of application
and method of treatment of the chemical termiticide shall be in strict accordance with the
termiticide label.
R320.3 Naturally resistant wood. Heartwood of redwood and eastern red cedar shall
be considered termite resistant.
R320.4 Barriers. Approved physical barriers, such as metal or plastic sheeting or
collars specifically designed for termite prevention, shall be installed in a manner to
prevent termites from entering the structure. Shields placed on top of an exterior
foundation wall are permitted to be used only if in combination with another method of
protection.
R320.5
Foam plastic protection.
Extruded and expanded polystyrene,
polyisocyanurate and other foam plastics shall not be installed on the exterior face or
under interior or exterior foundation walls or slab foundations located below grade. The
clearance between foam plastics installed above grade and exposed earth shall be at
least 6 inches (152 mm).
Exceptions:
1.
Buildings where the structural members of walls, floors, ceilings and
roofs are entirely of noncombustible materials or pressure-preservative-treated
wood.
2.
When in addition to the requirements of subsection R320.1, an
approved method of protecting the foam plastic and structure from subterranean
termite damage is used.
3.
On the interior side of basement walls.
21
R320.6 Under-floor clearance for access and inspection. Minimum clearance
between the bottom of floor ioists or bottom of floors without joists and the ground
beneath shall be 24 inches; the minimum clearance between the bottom of girders and
the ground beneath shall be 18 inches.
Exception: Open slat wood decks shall have ground clearance of at least 6
inches for any wood member.
Accessible under-floor areas shall be provided with a minimum 18 inch-by 24 inch
access opening, effectively screened or covered. Pipes, ducts and other construction
shall not interfere with the accessibility to or within under-floor areas. See section
M1305.1.4 for access requirements where mechanical equipment is located under floors.
R320.7 Weather exposure. All portions of timbers (over 5-inch nominal width) and
glued-laminated timbers that form structural supports of a building or other structure shall
be protected by a roof, eave, overhangs, flashings, or similar coverings. All wood or
wood composite panels, in weather-exposed applications, shall be of exterior type.
R320.8 Water splash. Where wood-frame walls and partitions are covered on the
interior with plaster, tile or similar materials and are subiect to water splash, the framing
shall be protected with approved waterproof paper.
R320.9 Pipe and other penetrations. Insulations around plumbing pipes shall not
pass through ground floor slabs. Openings around pipes or similar penetrations in a
concrete or masonry slab, which is in direct contact with earth, shall be filled with nonshrink grout, or other approved physical barrier.
16.08A.R322 Section R322 amended. Section R322 of the International
Residential Code is amended by deleting section R322 and adding a new section R322
added to read as follows:
R322.1 Scope. Where there are four or more dwelling units or sleeping units in a single
structure the following provisions for Group R-3 shall apply:
1.
For construction of buildings or facilities of the State and County
Governments, compliance with HRS 103-50, administered by the Disability and
Communication Access Board, State of Hawaii.
2.
Americans with Disabilities Act, administered and enforced by the
U.S. Department of Justice.
3.
Fair Housing Act, administered and enforced by the U.S.
Department of Housing and Urban Development."
4.
Other pertinent laws relating with disabilities shall be administered
and enforced by agencies responsible for their enforcement.
22
Prior to the issuance of a building permit, the owner (or the owner's representative,
professional architect, or engineer), shall submit a statement that all requirements,
relating to accessibility for persons with disabilities, shall be complied with.
16.08A.R323.3 Section R323.3 amended. Section R323.of the International
Residential Code is amended by amending subsection R323.3 to read as follows:
R323.3 Accessibility. Elevators or platform lifts that are part of an accessible route
required by [Chapter 11 of the International Building Code,] section R322 shall comply
with ICC A117.1.
16.08A.R324 Section R324 deleted. Section R324 of the International
Residential Code is deleted in its entirety.
16.08A.R325 Chapter R325 added. Chapter R325 of the International
Residential Code is added to read as follows:
SECTION R325
HAWAII RESIDENTIAL SAFE ROOM
R325.1 Performance-based design criteria. The Residential Safe Room shall meet
the minimum performance specifications of sections R325.1.1 through R325.9.
R325.1.1 Intent and scope. The intent of the Residential Safe Room is to
temporarily provide an enhanced protection area, fully enclosed within a dwelling or
within an accessory structure to a residence, which is designed and constructed to
withstand the wind pressures, windborne debris impacts, and other requirements of this
section.
R325.1.2 Alternative standards.
1.
Manufactured safe room designs subject to approval. A manufactured
safe room or safe room kit may be substituted if documentation is submitted and
approved by the building official. The safe room shall be engineered, tested, and
manufactured to meet or exceed the criteria of this section.
2.
FEMA in-residence shelter designs permitted. It shall be permissible to
build FEMA In-Residence Shelters of up to 64 square feet of floor area with walls up to 8
feet long that are built in accordance with construction details of FEMA 320.
R325.2 Site criteria. Residential Safe Rooms shall not be constructed within areas
subject to stream flooding, coastal flooding or dam failure inundation within any of the
following areas:
1.
FEMA Special Flood Hazard Areas (SFHA) subject to rainfall runoff
flooding or stream or flash flooding;
2.
Coastal zones "V" or "A" identified in the Flood Insurance Rate Map
(FIRM) issued by FEMA for floodplain management purposes, in which the flood
23
hazard are tides, storm surge, waves, tsunamis, or a combination of these
hazards;
3.
Areas subject to dam failure inundation as determined by the
Department of Land and Natural Resources.
R325.3 Maximum occupancy. The safe room is permitted to be used for a maximum
occupancy based on at least 15 square feet per person with a maximum of 8 persons in
a room of up to 128 square feet of floor area.
R325.4 Provisions for exiting. The room shall be equipped with an inward-swinging
door and an impact-protected operable window suitable for a means of alternative exiting
in an emergency.
R325.5 Design for dead, live, wind, rain, and impact loads.
R325.5.1 Structural integrity criteria.
1.
The safe room shall be built with a complete structural system and a
complete load path for vertical and lateral loads caused by gravity and wind.
2.
The building that the safe room is built within shall be assumed to be
destroyed by the storm and shall not be taken as offering any protective shielding to the
safe room enclosure.
3.
The ceiling structure and wall shall be capable of supporting a
superimposed debris load of the full weight of any building floors and roof above, but not
less than 125 psf.
4.
The safe room enclosure shall be capable of simultaneously resisting
lateral and uplift wind pressures corresponding to a 160 mph 3-second peak gust,
determined in accordance with ASCE Standard 7, Minimum Design Loads for Buildings
and Other Structures, calculated using load and importance Factors of 1.0. The site
exposure factor shall be based on exposure C. The gust factor and the directionality
factor shall be taken as 0.85. Topographic wind amplification caused by mountainous
terrain shall be considered in accordance with the building code. Internal pressure shall
be determined in accordance with ASCE — 7.
5.
The safe room shall be anchored to a foundation system capable of
resisting the above loading conditions.
R325.5.2 Windborne debris impact protection of building enclosure
Elements. The entire enclosure of the safe room, including all walls, ceilings, and
openings, fixed or operable windows, and all entry doors into the safe room, shall
meet or exceed Level D requirements of ASTM E 1996 (Table R325.5-1). Any
wall or ceiling penetration greater than 4 square inches shall be considered an
opening.
Exception:
Electrical outlet boxes and interior lighting switches not
penetrating more than 2.5-inches into the interior wall surface and a
plumbing piping or conduit not greater than 1.5-inch in diameter shall be
exempted from this requirement.
24
R325.5.3 Cyclic pressure loading of glazing and protective systems. Impact
protective systems shall meet the ASTM E 1996 cyclic pressure requirement for the
loading given in Table R325.5-1.
Table R325.5-1 — Windborne Debris Protection and Cyclic Pressure Criteria for
Residential Safe Rooms
ASTM E 1996 Missile
Level Rating
Debris Missile Size
Debris Impact Speed
D
2 x 4 weighing 9.0 lb. +/0.25 lb., and with min.
length 8 ft. +/- 4-inch
50 ft./sec. or at least 34
mph
Enclosure Wall Ceiling,
and Floor Cyclic Air
Pressure Testing maximum inward and
maximum outward
pressures
35 psf inward
45 psf outward
16.08A.R326 Subsection R326 added. The International Residential Code is
amended by adding a new subsection R326 to read as follows:
R326 Animals. No horses, cows, calves, swine, goats, chickens, ducks, pigeons
or other animals or fowl shall be kept in or within twenty feet from any dwelling. This
section shall not apply to pets, such as dogs, cats, birds and other small, domesticated
animals; provided, that such pets shall be limited to a reasonable number.
16.08A.R408.7 Subsection R408.7 deleted. Subsection R408.7 of the
International Residential Code is deleted in its entirety.
16.08A.R611.9 Subsection R611.9 amended. Section R611 of the International
Residential Code is amended by amending subsection R611.9 to read as follows:
R611.9 ICF wall to top sill plate (roof) connections. Wood sill plates attaching roof
framing to ICF walls shall be anchored with minimum 1/2 inch (13 mm) diameter anchor
bolt embedded a minimum of 7 inches (178 mm) and placed at 6 feet (1829 mm) on
center in accordance with Figure R611.9. Anchor bolts shall be located in the cores of
waffle-grid and screen-grid ICF walls. Roof assemblies subject to wind uplift pressure [of
20 pounds per square foot (1.44 kPa) or greater] as established in Table R301.2(2) shall
have rafter or truss ties provided in accordance with Table R802.11.
16.08A.R802.10.5 Subsection R802.10.5 amended. Section R802 of the
International Residential Code is amended by amending subsection R802.10.5 to read
as follows:
R802.10.5 Truss to wall connection. Trusses shall be connected to wall plates by the
use of approved connectors having a resistance to uplift of not less than [175] 400
25
pounds (779 N) and shall be installed in accordance with the manufacturer's
specifications. For roof assemblies subject to wind uplift pressures [of 20 pounds per
square foot (960 Pa) or greater,] as established in Table R301.2(2), adjusted for height
and exposure per Table R301.2(3), see section R802.11.
16.08A.R802.11.1 Subsection R802.11.1 amended. Section R802 of the
International Residential Code is amended by amending subsection R802.11.1 to read
as follows:
R802.11.1 Uplift resistance. Roof assemblies which are subject to wind uplift
pressures [of 20 pounds per square foot (960 Pa) or greater] shall have roof rafters or
trusses attached to their supporting wall assemblies by connections capable of providing
the resistance required in Table R802.11. Wind uplift pressures shall be determined
using an effective wind area of 100 square feet (9.3 m2) and Zone 1 in Table R301.2(2),
as adjusted for height and exposure per Table R301.2(3). A continuous load path shall
be designed to transmit the uplift forces from the rafter or truss ties to the foundation.
16.08A.R804.4 Subsection R804.4 amended. Section R804 of the International
Residential Code is amended by amending subsection R804.4 to read as follows:
R804.4 Roof tie-down. Roof assemblies subject to wind uplift pressures [of 20 pounds
per square foot (0.96 kN/m2) or greater,] as established in Table R301.2(2), shall have
rafter-to-bearing wall ties provided in accordance with Table R802.11.
16.08A.R806.5 Subsection R806.5 added. Section R806 of the International
Residential Code is amended by adding subsection R806.5 to read as follows:
R806.5 Unvented attic spaces. The attic space shall be permitted to be unvented
when the design professional determines it would be beneficial to eliminate ventilation
openings to reduce salt—laden air and maintain relative humidity 60% or lower to:
1.
Avoid corrosion to steel components.
2.
Avoid moisture condensation in the attic space, or
3.
Minimize energy consumption for air conditioning or ventilation by
maintaining satisfactory space conditions in both the attic and occupied spaces
below."
SECTION 4. Any building permit application received by the director prior to the
effective date of this ordinance or any inspection conducted for a valid building permit
that was issued prior to the effective date of this ordinance may be approved if it meets
the requirements of either this code or Chapter 16.26A, Maui County Code .
SECTION 5. For projects that have received specific Hawaii Revised Statutes
section 201E, G or H exemptions relating to setbacks, the building code provisions
relating to fire rated walls near a property line shall be based on the Building Code in
26
effect at the time of the Section 201 approval.
SECTION 6. Material to be repealed is bracketed. New material is underscored.
In printing this bill, the County Clerk need not include the brackets, the bracketed
material or the underscoring.
SECTION 7. This ordinance shall take effect upon its approval.
APPROVED AS TO FORM AND LEGALITY:
MICHAEL J. HOPPE
Deputy Corporation Counsel
County of Maui
SALLWIJH\Public Works\International Residential Code 2006 \Amend 2006 Int. Residential Code.2011.doc
27
WE HEREBY CERTIFY that the foregoing BILL NO. 25 (2012)
Passed FINAL READING at the meeting of the Council of the County of Maui, State of Hawaii, held on the
1.
16th day of March, 2012, by the following vote:
Dennis A.
MATEO
Chair
Joseph
PONTANILLA
Vice-Chair
Gladys C.
BAISA
Robert
CARROLL
Eleanora
COCHRAN
Donald G.
COUCH, JR.
G. Riki
H 0 KAMA
Michael P.
VICTORINO
Michael B.
WHITE
Aye
Aye
Aye
Aye
Aye
Aye
Aye
Aye
Aye
2.
Was transmitted to the Mayor of the County of Maui, State of Hawaii, on the 16th day of March, 2012.
DATED AT WAILUKU, MAUI, HAWAII, this 16th day of March, 2012.
ATEO, CHAIR
C unty of
T. KUWADA, COUNTY CLERK
County of Maui
THE FOREGOING BILL IS HEREBY APPROVED THIS
DAY OF "
44—
, 2012.
ALAN M. ARAKAWA, MAYOR
County of Maui
I HEREBY CERTIFY that upon approval of the foregoing BILL by the Mayor of the County of Maui, the said BILL
odifie County of Maui, State of Hawaii.
was designated as ORDINANCE NO. 3 9 29
REY T. KUWADA, COUNTY CLERK
County of Maui
arch 2, 2012.
Passed liMt Reading o
EffectivWate 6rOrdidirice Mar c h 19 , 2 012
OW...
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I HEREBY CERTIFY that the foregoing is a true and correct copy of Ordinance
No. 3 9 2 9 , the original of which is on file in the Office of the County
Clerk, County of Maui, State of Hawaii.
Dated at Wailuku, Hawaii, on