HomeMy WebLinkAboutBIL 071 Draft 02 2004-2006 OFFICE OF THE COUNTY CLERK
County of Hawaii
xilo ,Hawaii
DRAFT 2
ROLL CALL VOTE
Introduced By: Donald Ikeda AYES NOES ABS EX
Date Introduced: August 3, 2 0 0 5 Arakaki
First Reading: N/A Chung
Published: N/A Elarionoff
Jacobson
REMARKS: August 3 , 2 0 0 5 - Close File Leithead-Todd
Pisicchio
Safarik
Tyler
Yagong
Second Reading: ROLL CALL VOTE
To Mayor: AYES NOES ABS EX
Returned: Arakaki
Effective: Chung
Published: Elarionoff
Jacobson
REMARKS: Leithead-Todd
Pisicchio
Safarik
Tyler
Yagong
I DO HEREBY CERTIFY that the foregoing BILL was adopted by the County Council published as
indicated above.
APPROVED AS TO
FORM AND LEGALITY:
COUNCIL CHAIRMAN
DEPUTY CORPORATION COUNSEL
COUNTY OF HAWAII
COUNTY CLERK
Date
71 (Draft 2)
Bill No.:
C-187.1/PWIRC-14
Approved/Dis•approved this duy Reference:
Ord No.:
of , 20
MAYOR, COUNTY OF HAWAII
yrty or,N
J''~::
W~;
COUNTY OF HAWAII ~ ~ STATE OF HAWAII
oi~wi'M
BILL NO. ~i
(Draft 2)
ORDINANCE NO.
AN ORDINANCE AMENDING CHAPTER 5, ARTICLE 1 OF THE HAWAII
COUNTY CODE, RELATING TO BUILDING.
BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII:
SECTION 1. Chapter 5, Article 1 of the Hawaii County Code is hereby repealed
in its entirety.
SECTION 2. Chapter 5, Article 1 of the Hawaii County Code is hereby amended
to read as follows:
Chapter 5
Building
Article 1. Adoption of Uniform Building Code.
Section 5-1.0.1. Adoption of Building Code.
The "Uniform Building Code, 1997 edition Volumes 1, 2 and 3," as published in 1997 by
the International Conference of Building Officials, 5360 Workman Mill Road, Whittier,
California, is by reference incorporated herein and made a part hereof, subject to the
following amendments.
(a) The word "slate" or "city" when used in the "Uniform Building Code, 1997 Fdition,"
means the County, except for those sections amended in this article.
Section 5-1.0.2. Amending Section 101.3.
Section 101.3 is amended as follows:
(a) By amending the tirst paragraph to read:
101.3 Scope. The provisions of this code shall apply to the construction, alteration,
moving, demolition, repair, and use of any building or structure within the County
inland of the shoreline high-water line, except work located primarily in a public way,
public utility towers and poles, mechanical equipment not specifically regulated in this
Code, and hydraulic flood control structures.
(b) By adding the fifth paragraph to read:
Wherever in the code reference is made to the Mechanical Code, the provisions of the
Mechanical Code shall be deemed guidelines and not mandatory.
Section 5-1.0.3. Amending Section 102.
Section 102 is amended to read:
Section 102 -Unsafe Buildings
102.1 General. All buildings or structures which are structurally unsafe or not
provided with adequate egress, or which constitute a fire hazard, or are otherwise
dangerous to human life, or which in relation to existing use constitute a hazard to
safety, health or public welfare by reason of inadequate maintenance, dilapidation,
obsolescence, fire hazard or abandonment, as specified in this code or any other
effective ordinance are, for the purpose of this section, unsafe buildings. All such
unsafe buildings or structures are hereby declared to be public nuisances and shall be
abated by repair, rehabilitation, demolition, removal, or other methods approved by
the building official in accordance with the procedure specified in Sections 102.2,
102.3, 102.4, and 102.5.
102.2 Notice to Owner. The building official shall examine or cause to be examined
every building or structure or portion thereof reported as dangerous or damaged and, if
such is found to be an unsafe building as defined in [his section, the building official
shall give to the owner of such building or structure written notice stating the defects
there o£ This notice may require the owner or person in charge of the building or
premises, within 48 hours, to commence with the required repairs or improvements or
demolition and removal of the building or structure or portions thereof, and all such
work shall be completed within 90 days from date of notice, unless otherwise required
by the building official If necessary, such notice also shall require the building,
structure or portion thereof to be vacated forthwith and not reoccupied until the
required repairs and improvements are completed, inspected, and approved by the
building official.
Proper service of such notice shall be by personal service, registered mail or certified
mail upon the owner of record, provided, that if such notice is by registered mail or
certified mail, the designated period within which the owner or person in charge is
required to comply with [he order of the building official shall begin as of the date the
owner or person in charge receives such notice.
102.3 Posting of Signs. The building official shall cause to be posted at each
entrance to the buildings ordered vacated a notice to read: DO NOT ENTER.
UNSAFE TO OCCUPY. DEPARTMENT OF PUBLIC WORKS. COUNTY OF
HAWAII. Such notice shall remain posted until the required repairs, demolition or
removal are completed. Such notice shall not be removed without written permission
of the building official, and no person shall enter the building except for the purpose
of making the required repairs or of demolishing the building.
In the event of a major natural disaster the building official may post "Restricted
Use" or "Unsafe" placards at each entrance to a building or portion of a building if an
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inspection warrants such posting. Entry or occupancy in a building or portion of a
building posted with a "Restricted Use" placard shall be limited to the restrictions
stated on the placard. No entry is permitted in a building or portion of a building
posted "Unsafe". Placards shall not be removed or altered unless authorized by the
building official.
102.4 Action Upon Noncompliance. In case the owner shall fail neglect or refuse
to comply with the notice to repair, rehabilitate or to demolish and remove said
building or structure or portion thereof, the building official may order the owner of
the building prosecuted as a violator of the provisions of this code.
102.5 Nothing contained herein shall be construed to limit or restrict the building
official from instituting, on behalf of the city, any other legal or equitable proceedings,
in addition to those specified herein, to repair, rehabilitate or to demolish and remove
the building or structure or portion thereof, and to recover the cost of such work from
the owner or attach a lien to the property.
102.6 Substandard Buildings
(a) General. Any building or portion thereof including any dwelling unit,
guest room or suite of rooms, or the premises on which the same is located,
in which there exists any of the following listed conditions (b) to (h) to an
extent that it endangers the life, limb, health, property, safety or welfare of
the public or the occupants thereof shall be deemed and hereby is declared
to be a substandard building.
(b) Inadequate sanitation shall include but not limited to the following:
(1) Lack of, or improper water closet, lavatory, bathtub or shower in a
dwelling unit.
(2) Lack of, or improper water closets, lavatories, and bathtubs or
showers in a hotel.
(3) Lack of, or improper kitchen sink in a habitable building.
(4) Lack of hot and cold water to basins, sinks, tubs and showers in R-]
Occupancies.
(5) Lack of hot and cold water to basins, sinks, tubs and showers in a
dwelling unit or efficiency living unit.
(6) Lack of, or improper operation of required ventilating equipment.
(7) Lack of minimum amounts of natural light and ventilation required
by this Code.
(K) Room area or space dimensions less than the minimum required by
this Code.
(9) Lack of required lighting.
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(10) Dampness of habitable rooms as determined by the Health
Department.
(I 1) Infestations of insects, vermin or rodents as determined by the health
officer.
(12) General dilapidation or improper maintenance.
(73) Lack of connection to required sewage disposal system.
(14) Lack of adequate garbage and rubbish storage and removal facilities
as
(I S) determined by the health officer.
(c) Structural hazards shall include but not be limited to the following:
(1) Deteriorated or inadequate foundations.
(2) Defective or deteriorated tlooring or floor supports.
(3) Flooring or toor supports of insufficient size to carry imposed loads
with safety.
(4) Members of walls, partitions or other vertical supports that split,
lean, or buckle due to defective material or deterioration.
(5) Members of walls, partitions or other vertical supports that are of
insufficient size to carry imposed loads with safety.
(6) Members of ceilings, roofs, ceiling and roof supports, or other
horizontal members which sag, split, or buckle due to defective
material or deterioration.
(7) Members of ceilings, roofs, ceiling and roof supports, or other
horizontal members that are of insufficient size to carry imposed
loads with safety.
(H) Fireplaces or chimneys that separate, bulge or settle due to defective
material or deterioration.
(9) Fireplaces or chimneys which are of insufficient size or strength to
carry imposed loads with safety.
(d) Nuisance. Any nuisance as defined in this Code.
(e) Faulty weather protection, which shall include but not be limited to, the
fo I lowing:
(1) Deteriorated, crumbling or loose plaster.
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(2) Deteriorated or ineffective waterproofing of exterior walls, roof,
foundations, or floors, including broken windows or doors.
(t) Defective or lack of weather protection for exterior wall covering,
including lack of paint, or weathering due to lack of paint or other
approved protective covering.
(4) Broken, rotted, split or buckled exterior wall coverings or roof
coverings.
(f) ]nadequate Maintenance. Any building or portion thereof which is
determined to be an unsafe building in accordance with this code.
(g) Inadequate Exits. All buildings or portions thereof not provided with
adequate exit facilities as required by this Code except those buildings or
portions thereof whose exit facilities conformed with all applicable laws at
the time of its construction and which have been adequately maintained.
When an unsafe condition exists through lack of, or improper location of
exits, additional exits may be required to be installed.
(h) Any building or portion thereof that is not being occupied or used as
intended or permitted.
(i) Substandard Buildings as Public Nuisances. Buildings which are
substandard, as defined by this Code, are hereby declared to be public
nuisances.
Whenever the building official has inspected or caused to be inspected any
building and has found and determined that such building is a substandard
building, he shall commence proceedings to cause the repair, rehabilitation,
vacating or demolition of the building.
(j) Nutice to Owner. The building official shall examine or cause to be
examined every building or structure or portion thereof reported as
dangerous or damaged and, if such is found to be an unsafe building as
defined in this section, the building official shall give to the owner of such
building or structure written notice stating the defects thereof. The notice
may require the owner or person in charge of the building or premises,
within 48 hours, to commence either the required repairs or improvements
or demolition and removal of the building or structure of portions thereof,
and all such work shall be completed within 90 days from date of notice,
unless otherwise required by the building official. If necessary, such notice
also shall require the building, structure or portion thereof to be vacated
forthwith and not reoccupied until the required repairs and improvements
are completed, inspected, and approved by the building official.
Pruper service of such notice shall be by personal service, registered mail
or certified mail upon the owner of record, provided, that if such notice is
by registered mail or certified mail, the designated period within which
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said owner or person in charge is required to comply with the order of the
building official shall begin as of the date he receives such notice.
(k) Posting of Signs. The building official shall cause to be posted at each
entrance to buildings ordered vacated a notice to read: DO NOT ENTER,
UNSAFE TO OCCUPY. DEPARTMENT OF PUBLIC WORKS,
COUNTY OF HAWAII. Such notice shall remain posted until the
required repairs, demolition or removal are completed. Such notice shall
not be removed without written permission of the building official, and no
person shall enter the building except for the purpose of making the
required repairs or of demolishing the building.
(1) Action Upon Noncompliance. In case the owner shall fail, neglect or
refuse to comply with the notice to repair, rehabilitate or to demolish and
remove said building or structure or portion thereof, the building official
may order the owner of the building prosecuted as a violator of the
provisions of this Code.
(m) Nothing contained herein shall be construed to limit or restrict the building
official from instituting, on behalf of the County, any other legal or
equitable proceedings, in addition to those specified herein, to obtain
compliance with the notice to repair, rehabilitate or to demolish and
rr_move said building or structure or portion thereof, and to recover the cost
of such work from owner or attach a lien to the property.
Section 5-1.0.4. Amending Section 103.
Section 103 is amended to read:
Section ] 03 -Violations And Penalties
103.1 General. I[ shall be unlawful for any person, or corporation to erect, construct,
enlarge, alter, repair, move, improve, remove, convert or demolish, equip, use,
occupy, or maintain any building or structure or cause or permit the same to be done
in violation of this Code.
103.2 Notice of Violation. Whenever any person, firm, or corporation violates any
provisions of this Code, the building official shall serve a notice of violation to the
party responsible for the violation to make the building or structure or portion thereof
comply with the requirements of this Code.
The notice o1 violation shall include at least the following information
(1) llate of notice;
(2) The name and address of the person noticed and the location of the
violation;
(3) The section number of the ordinance, code, or rule which has been
violated;
(4) The nature of the violation;
(5) The deadline for compliance with the notice; and
(6) Information on appeals to building official.
103.3 Criminal prosecution.
103.3.1 General. Any person, firm, or corporation violating any of [he provisions of
this Code shall be deemed guilty of a petty misdemeanor, with mandatory compliance
required within four months of the sentencing date, and each such person shall be
deemed guilty of a separate offense for each and every day or portion thereof during
which any violation of any provisions of this Code is committed, continued, or
permitted, and upon conviction of any such violation such person shall be punishable
by a fine of not more than $1,000.OQ, or by imprisonment of not more than 30 days, or
a six-month term of probation, or by both fine and imprisonment.
103.3.2 A person convicted of committing violations of this Code shall be sentenced
as follows:
(a) For the first offense, a mandatory minimum fine of $250.00 and a
requirement that the convicted person remedies the code violation for
which the person was convicted within 4 months. Furthermore, the
convicted person may he sentenced to a term of imprisonment of not more
than 30 days or a six-month term of probation.
(b) Por any subsequent offense for the cited property, a mandatory minimum
fine of $1000.00 and a requirement that the convicted person remedies the
code violation for which the person was convicted within 4 months.
Furthermore, the convicted person may be sentenced to a term of
imprisonment of not more than 30 days or a six-month term of probation.
(c) Sanctions for failure to comply with sentence.
(1) Any person convicted under this section who fails to remedy the
code violation for which the person was convicted may be charged
with contempt of court under Section 710-]077(1)(g) of the Hawaii
Revised Statutes.
(2) In the event that convicted person defaults in payments of the fine,
and the default was not contumacious, the court may sentence the
person to perform services for the community as authorized by
Section 70G-605(1) ofthe Hawaii Revised Statutes.
]03.3.3 Any officer, or inspector designated by the building official, who has been
deputized by the chief of police as a special officer for the purpose of enforcing the
provisions of the Building Code (hereinafter referred to a "authorized personnel"),
may issue a summons or citation in accordance with the procedure specified in this
section. Nothing in this section shall be construed as barring such authorized
personnel from initiating prosecution by warrant or such other judicial process as is
permitted by statute or rule of court.
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103.3.4 An.y authorized personnel designated by the building official, upon making an
arrest for a violation of the Building Code may take the name and address of the
alleged violator and shall issue to the violator in writing a summons or citation
hereinafter described, notifying the violator to answer the complaint to be entered
against the violator at a place and at a time provided in said summons or citation.
103.3.5 There shall be provided for use by authorized personnel, a form of summons
or citation for use in citing violators of the Building Code which does not mandate the
physical arrest of such violators. The form and content of such summons or citation
shall be as adopted or prescribed by the administrative judge of he district court and
shall be printed on a form commensurate with the form of other summonses or
citations used in modem methods of arrest, so designed to include al] necessary
information to make the same valid within the laws and regulations of the State of
Hawaii and the County of Hawaii.
103.3.6 In every case when a citation is issued, the original of [he same shall be given
to the violator; provided that the administrative judge of the district court may
prescribe by giving to the violator a carbon copy of the citation and provide for the
disposition of the original and any other copies.
103.3.7 Every citation shall be consecutively numbered and each carbon copy shall
bear the number of its respective original.
103.4 Administrative Enforcement. In lieu of or in addition, if the building official
determines that any person, firm, or corporation is not complying with a notice of
violation, the building official may have the party responsible for the violation served,
by mail or delivery, with an order pursuant to this section.
103.4.1 Contents of order.
(1) The order may require the party responsible for the violation to do any or
all of the following.
(a) Correct the violation within the time specified in the order;
(b) Pay a civil fine not to exceed $1,000 in the manner, at the place and
before the date specified in the order;
(c) Pay a civil fine not to exceed $1,000 per day for each day in which
the violation persists, in the manner and at the time and place
specified in the order.
(2) The order shall advise the party responsible for the violation that the order
shall become final 30 calendar days after the date of its delivery. The order
shall also advise that the building official's action may be appealed to the
Board of Appeals.
103.4.2 Effect of Order Right to Appeal. The provisions of this order issued by [he
building official under this section shall become final 30 calendar days afer the date
of the delivery of the order. The party responsible for the violation may appeal the
H
order to the Board of Appeals as provided by this Section 204 of this Code. The
appeal must be received in writing on or before the date the order becomes final.
However, an appeal to the board of appeals shall not stay any provisions of the order.
103.4.3 Judicial Enforcement of Order. The building official may institute a civil
action in any court of competent jurisdiction for [he enforcement of any order issued
pursuant to this section. Where the civil action has been instituted to enforce the civil
fine imposed by said order, the building official need only show that [he notice of
violation and order were served, that a civil ftne was imposed, the amount of the civil
tine imposed and that the fine imposed has not been paid.
103.4.4 Liens. Annually, the Director of Public Works shall file with the Bureau of
Conveyances, liens on all properties which have been the subject of fines levied under
this section, which remain unpaid for one year or more after final adjudication and the
expiration of the time for any further appeal. Fines assessed under this section shall
constitute a lien upon the subject property upon the filing of said lien with the Bureau
of Conveyances. This lien shall be considered for purposes of authority, to be the
equivalent liens of Rea] Property Tax liens which arise pursuant to the provisions of
Chapter 19 of this Code.
Section 5-1.0.5. Amending Section 104.2.5.
Section 104.2.5 is amended to read as follows:
104.2.5 Violations. Whenever any building is being used or constructed contrary to
the provisions of this Code, the building official shall serve a notice to the party
responsible for the violation to make the structure or portion thereof comply with the
requirements of [his Code.
Every such order shall be in writing, addressed to the owner, agent or person
responsible for the violation and shall specify the date or time for compliance with
such order.
The notice may order the use of a building to be discontinued and the building vacated
whenever the violation is found to be dangerous, unsafe or a menace to life, health or
property.
Section 5-1.0.6. Add Section 104.2.11.
Section 104.2.1 1 is added to read as follows:
104.2.11 Application of Other Laws. Any provisions of this Code to the contrary
notwithstanding, the following shall be at all times in full force and effect, and in
situations of conflicting requirements, the stricter shall be complied with:
Hawaii Revised Statutes;
Rules and regulations of the State Department of Land Utilization;
Ordinance of the County of Hawaii;
Rules and regulations of the Planning Department;
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Subdivision roles and regulations adopted pursuant to the subdivision chapter of
the Coi.mty Code;
Rules and regulations of the County Department of Water Supply;
Public health regulations, State Department of Health;
Rules and regulations of the State Department of Labor and Industrial Relations;
Fire Chapter of the County Code;
Airport zoning regulations of the State Director of Transportation
Section 5-1.0.7. Amending Section 105.
Section 105 is amended to read as follows:
Section 10.5 -Variances: Appeals.
105.1 Variances. Whenever strict application of any provisions of [his chapter,
except for the provisions relating to materials, methods of construction, equipment,
devices, or appliances, would result in practical difficulty hardship that would deprive
the owner reasonable use of the land or building involved, the owner may petition the
board of appeals for a variance from the provision. In granting a variance,the board
of appeals shall prescribe any conditions that it deems to be necessary or desirable.
However, no variance from the strict application of this chapter shall be granted by the
board of appeals unless it finds:
I. That [here are special circumstances or conditions applying to the land or
building for which the variance is sought, which circumstances or
conditions are peculiar to such land or building and do not apply generally
to lands or buildings in the neighborhood or surrounding property, and that
the circumstances or conditions are such that the strict application of the
provisions of this chapter would deprive the applicant of the reasonable use
of the land or building; and
2. That the granting of the variance is necessary for the reasonable use of the
land or building and that the variance granted is [he minimum variance that
will accomplish this purpose; and
3. That the granting of the variance will be consistent with the intent and
purpose of this chapter, and will be not injurious to persons or property or
create additional fire hazards, and will not otherwise be detrimental to
public welfare. In making its determination, the board of appeals shall take
into account the character, use, and type of occupancy and construction of
adjoining buildings, buildings on adjoining lots, and the building or land
involved.
105.2 Appeals Regarding Alternate Materials and Methods of Construction.
Any person denied the use of new or alternate materials, methods of construction,
equipment, devices, or appliances by the building official may, within thirty days after
the building official's decision, appeal the decision to the board of appeals. In
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considering an appeal, the board may require any reasonable test of the proposed
material, method of construction, equipment, device, appliance, and the appellant shall
pay all expenses necessary for the test. The board of appeals may affirm the decision
of the building official, or it may reverse the decision if it finds:
1. That the new or alternate materials, methods of construction, equipment,
devices, or appliances meet standards established by the Uniform Building
Code and this chapter; and
2. That permitting the requested use will not jeopardize the safety of persons
or property; and
3. That the requested use will not be contrary to the intent and purpose of the
Uniform Building Code and this chapter.
105.3 Other Appeals. Any person aggrieved by the decision of the building official
in the administration or application of this chapter, other than that prescribed in
subsections 105.] and 105.2, may, within thirty days after the building official's
decision, appeal the decision to the board of appeals. The board of appeals may affirm
the decision of the building official, or it may reverse or modify the decision if the
decision is:
l . In violation of this chapter or other applicable law; or
2. Clearly erroneous in view of the reliable, probative, and substantial
evidence on the whole record; or
3. Arbitrary, or capricious, or characterized by an abuse of discretion or
clearly unwarranted exercise of discretion.
105.4 Rules. The board of appeals shall adopt rules pursuant to Chapter 91, Hawaii
Revised Statutes, necessary for the purposes of this section.
Section 5-1.0.8. Amending Section 106.1 and 106.2.
Section 106.1 and 106.? is amended to read as follows:
106.1 Permits Required. No person, firm, or corporation shall erect, construct,
enlarge, alter, repair, move, convert, or demolish any building or structure in [he
County, or cause the same to he done, without first obtaining a separate building
permit for each building or structure from the building official; provided that one
permit may be obtained for a dwelling and its accessories, such as fence, retaining
wall, pool, storage and garage structures.
Permits will be further required tor, but not limited to, the following:
(1) All Television/Radio Communication Towers etc, not regulated by the
Public Utility Commission.
(2) Complete new installations of all solar water heating systems, or the
complete replacement of existing system with all new components, or
11
relocating of panels from roof to ground or vice versa, along with
plumbing and electrical permits.
(3) Construction or renovation of Handicap Accessible routes from parking lot
to building or from building to building on a lot.
(4) Water tanks or catchments, regardless or height or size.
EXCEPTIONS: A permit is not required for:
(1) Work excepted under Section 101.3
(2) Temporary structures used during the construction of a permitted structure
and temporary buildings (those permitted under Section 106.3), platforms,
or fences for film, television, or live plays or performances.
(3) Re-roofing work with like material and installation of siding to existing
exterior walls which will not affect the structural components of the walls
tier Groups R-3 and U Occupancies.
(4) Temporary tents or other coverings used for private family parties or for
camping on approved campgrounds.
(5) 'television and radio equipment (i.e. antennas, dishes) accessory to R-1 and
R-3 Occupancies. Supports or towers for television and radio equipment
6'-0" or less in height.
(6) Awnings projecting up to four feet and attached to the exterior walls of
buildings of Group R-3 or U Occupancy; provided that the awnings do not
violate the provisions for "yards" in Chapter 25 (Zoning) of the County
Code.
(7) Standard electroliers not over 35 feet in height above finish grade.
(8) Installation of wallpaper or wall covering which are exempted under the
provisions of Section 801.
(9) Repairs which involve only the replacement of component parts of existing
work with similar materials for the purpose of maintenance, and which do
not aggregate over $4000.00 in valuation in any twelve-month period, and
do not affect any electrical or mechanical installations.
(10) Painting and decorating.
1) ]nstallation of floor covering.
(12) Cabinet work for R-3 Occupancy and individual units of R-1 and U
Occupancies which are not regulated under Section 502. Wall mounted
shelving not affecting fire resistance or structural members of wall.
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(13) Work performed under the jurisdiction of Federal Government and/or
located in Federal property.
(14) Swimming pools for one and two-family dwelling units less than 1'-6" in
depth
5) Department of Transportation, Harbors, -Hawaii Revised Statutes 266-2.
(16) Fences 6'-0" or less in height. Retaining walls 4'-0" or less in height.
(Stepped or terraced retaining walls within 5'-0" of each other are
considered to be one wall when determining wall height.)
(17) detached structures for animal shelters, storage sheds, towers, and similar
uses not more than 6'-0" in height.
(18) One detached single-story type building for equipment or tools storage,
animal shelters, playhouses, or similar non-residential use, provided that
the floor area does not exceed 120 square feet and the building height from
grade to top of roof does not exceed 12'-0". Detached decks or platforms
less than 30" in height above grade. (Building cannot be located within
building setback as required by the Zoning, Chapter 25 of Hawaii County
Code. Verify setback requirements with the Planning Department).
(19) Playground equipment, excluding assembly or similar waiting areas.
(20) Replacement of solar water heating components (i.e. panels, tanks) in the
same location and of the same type, however; plumbing and/or electrical
permits required.
(21) Wells and Reservoirs -Hawaii Revised Statutes, Chapter 178. Check
requirements of other governmental agencies.
(22) Work performed under the jurisdiction or control of the State Department
of Accounting and General Services (DAGS).
106.1.1 Emergency Work. Emergency work may commence without a permit;
however, a permit for the work shall be obtained on the working day immediately
following the day work is commenced.
106.1.2 Temporary Permit Required. No person, firm, or corporation shall erect
any tent or non-permanent building which is to be used for commercial or religious
purposes, such as rallies, meetings, festivals, fairs, shows and amusements, without
first obtaining a temporary permit from the building official To secure a permit,
approval must also be obtained from the chief of the Fire Department. A temporary
permit shall be limited to a period of not more than thirty consecutive days, and may
be canceled for cause by the building official or the fire department at any time before
expiration of the time stated in the permit. Upon cancellation or the expiration of the
time stated on the permit, the tent or non-permanent building shall be promptly
removed from the premises. A temporary permit may be issued for more than one
13
non-permanent building on a property and may be renewed for a reasonable length of
time as determined by the building official.
Section 5-1.0.9. Amending Section 106.3.1.
Section 106.3.1 is amended by amending paragraph 7 to read:
7. Give such other data such as but not limited to [he following: Occupancy
Group; Type of Construction; Major floor area; Accessible floor area;
Setbacks; Distance to nearest building, etc.. Other information as may be
required by the building official. The following information will be shown
on the drawings.
Section 5-1.0.10. Amending Section 106.3.2.
Section 106.3.2 is amended to read as follows:
106.3.2 Submitted Documents. Two sets of plans and specifications shall be
submitted for dwellings (R-3 Occupancy) and accessory stmctures for dwellings.
fhree sets of plans and specitcations shall be submitted for all other occupancies.
Plans, specifications, engineering calculations, diagrams, soil investigation reports,
code search, special inspection and structural observation programs and other data
shall constitute the submittal documents and shall be submitted in one or more sets
with each application for permit.
All plans and specifications relating to work which affects the public safety or health
and fur which a building permit is required shall be prepared, designed and stamped
by a duly registered professional engineer or architect in accordance with Chapter 464,
Hawaii Revised Statutes. For residentia] (R-3 Occupancies) and accessory (U
Occupancies) only, plans and specifications shall be designed and stamped by a
professional architect or structural engineer when any of the following applies:
1. Single story structure and more than 600 square feet of floor area for R-3
Occupancy.
2. Single story or two-story structure of mixed occupancies (R-3 and U
Occupancies) with more than 1200 square feet of total floor area. Item #1
criteria applies.
3. Structures of R-3 or U Occupancies that are three or more stories in height.
EXCEPTIONS: Package Mode] Homes (homes manufactured in a factory and ready
to be assembled on the job site) may be pre-approved as follows by the Hawaii County
Department of Public Works-Building Division (DPW-Building Division).
1. Pre-approval shall be limited to three typical mode] home designs per
manufacturer per year, with no revisions. Any revisions to the pre-approved
plans will require submittal of the entire particular revised plans and
documents for approval. Minimum square footage shall be 900 s.f. and
maximum square footage shall be 1,400 s.f, living area (not including
carport/garage). Minimum 2-car carport/garage may be included.
14
2. Pre-approval is good for one (1) calendar year (January to December) for the
calendar year in which approval is requested. All mode] pre-approved shall
expire by December 31 of each calendar year.
3. When submitting for pre-approval, applicant shall submit six (6) sets of
complete working drawings and specifications along with package home
seal and authorizing signature.
4. There shall be a one time plan review fee based on the actual valuation of
the dwelling to be paid by the package model home manufacturer who is
submitting the plans for pre-approval. Fees will be charged per model
submitted, per Section 5-1.0.13 Amended Section 107, Plan Review Fees.
5. When submitting for building permit under pre-approved plans,
owner/contractor shall:
a. Submit two (2) sets of complete working drawings showing the pre-
approved model number along with the manufacturer's wet seal and
authorizing signature. DPW-Building Division will verify seal and
signature.
b. Obtain approvals from other approving department/agencies.
6. Approval from DPW-Building Division will be given within 48 hours.
7. Pre-approved construction drawings will not be required to be individually
stamped by a duly registered Engineer or Architect in accordance with
Chapter 464, Hawaii Revised Statutes.
All plans for retaining walls over four feet in height shall be designed and stamped by
a professional architect or engineer in the structural or civil branches, pursuant to
Chapter 464, Hawaii Revised Statutes.
All plans for post and pier type construction with/without perimeter foundation walls
of R-3 Occupancies shall be designed and stamped by a professional architect or
structural engineer.
All U Occupancies greater than 600 s.f. shall be designed and stamped by a
professional architect or structural engineer.
All wood trusses more than 24'-0" spans shall be designed and stamped by a
professional architect or structural engineer. All pre-engineered trusses and meta]
trusses shall be designed and stamped by a professional architect or structural
engineer.
The building official may require plans, computations and specifications to be
prepared and designed by an engineer or architect licensed by the State of Hawaii to
practice as such, This requirement may be imposed when prescriptive requirements of
the building code are not being adhered to.
15
Section 5-1.O.ll. Amending Section 106.3.3.
Section 106.3.3 is amended to read as follows:
106.3.3 Information on Plans and Specifications. Plans and specifications shall be
drawn to scale upon substantial paper or cloth and shall be of sufficient clarity to
indicate the nature and extent of the work proposed and show in detail that it will
conform to the provisions of this Code and all relevant laws, ordinances, rules and
regulations. The first sheet of each set of plans shall give the tax map key number of
the work site and the name and address of the owner and person who prepared the
plans, along with occupancy and type of construction, floor area computations. Plans
shall include a plot plan showing the location of [he proposed building and every
existing building on the property. All plans shall include code search information that
includes but is not limited to the following: Type of Construction; Occupancy; Basic
Allowable Floor Areas; Separation for Mixed Occupancy; etc. In lieu of detailed
specifications, the building official may approve references on the plans to a specific
section or part of this code or other ordinances or laws.
Computations, stress diagrams, and other data sufficient to show the correctness of the
plans, shall be submitted when required by the building official.
All plans other than }Z-3 and U occupancies shall have on the plans information of
occupancy, type of constmction, floor area computations, allowable area increases,
separation wall if used, fire resistive substitution, fire sprinkler, exits, etc.
Information shall show code search information for building design.
Section 5-1.0.12. Amending Section 106.4.1 and ]06.4.4.
Section 106.4.1 Permits Issuance is amended to read as follows:
]06.4.1 Issuance. The application, plans and specifications filed by an applicant for a
permit shall be reviewed by the building official. Plans shall be reviewed by any other
appropriate department of the County and the State to verify compliance with laws
and ordinances under [heir jurisdiction. If the building official finds [hat the work
described in an application for a permit and the plans, specifications and other data file
therewith conform to the requirements of this Code and other pertinent laws and
ordinances, and the fees specified in Section 107.1 have been paid, the building
official shall issue a permit therefor to the applicant; provided that no permit shall be
issued for the moving of any building or structure or portion thereof which has
deteriorated or has been damaged to an extent greater than fifty percent of the cost of
replacement (new) of such building or structure.
I. The Building Division will waive the requirements of plan and
specification review by Building Division Building Official of pre-
approved R-3 Occupancy package mode] homes previously approved by
the Hawaii County Department of Public Works, Building Division.
When the building official issues the permit, he shall endorse in writing or stamp on
al] sets of plans and specifications "APPROVED." Such approved plans and
specifications shall not be changed, modified, or altered without authorization from
the building official, and all work shall be done in accordance with the approved
plans.
16
The building official may issue a permit for the construction of part of the building or
structure before the entire plans and specifications for the whole building or structure
have been submitted or approved, provided adequate information and detailed
statements have been filed complying with all pertinent requirements of this Code.
The holder of such permit shall proceed at his own risk without assurance that the
permit for the entire building or structure will be granted.
The building permit shall be posted in a conspicuous place on the site during the
progress of work.
No permit issued shall authorize any person or contractor to do work upon any phase
of the building, structure or project unless specifically identified in the permit
application, including any attachment or amendments [hereto, as the contractor or
subcontractor designated to do that particular phase of work.
If there is a change in the designation of any contractor for any phase of work
subsequent to the issuance of a permit and prior to the commencement of work, the
permittee shall submit the change in writing to the building official and request
approval of[he change.
No permit issued shall be assigned, transferred, or loaned to another by the permit[ee
to whom it was issued. This requirement applies to all building permits issued prior to
the adoption of this Code.
Section 106.4. is amended to read:
106.4.4 Expiration. Every permit issued by the building official under the provisions
of this Code shall expire by limitation and become null and void three (3) years after
the date of issuance or if the building or work authorized by the permit is not
commenced within 120 days from the date of issuance. A permit shall expire if the
building or work authorized by the permit is suspended or abandoned at any time after
the work has commenced for a period of 120 days or more. Due [o strikes or other
causes beyond the control of the builder, the building official may extend the 120 day
periods or the three year limitation, with additional time. The extension of time
granted shall be a reasonable length of time but in no case exceed six (6) months.
Requests for an extension must be made in writing to the building official.
When a permit expires and before work can be recommenced, a new permit must be
obtained. Submittal of plans for a permit to be renewed may not be necessary when
the previously permitted work remains the same, no new building code has been
enacted, previously approved plans are still on file, and when approved by the
building offrial. When plans need not be submitted, the original plans, stamped and
approved by the building official shall be the renewed permit plans. All active permits
(those issued prior to the adoption of this Code and not expired), shall expire and
become null and void three (3) years after the adoption date of this Code. No
extensions will be allowed for building permits issued prior to the adoption of this
Code.
Section 5-1.0.13. Amending Section 107.
Section ]07 is amended to read as follows:
17
Section 107 -Fees, To Be Amended By The Building Division.
107.1 Permit Fees.
1. The fee for each permit shall be as set forth in Table lA -BUILDING
PERMIT FEES.
2. The determination of value or valuation under any of the provisions of this
Code shall be made by the building official The valuation to be used in
computing the permit fees shall be the total value of all construction work
for which the permit is issued, as well as all finish work, painting, roofing,
electrical, plumbing, heating, air conditioning, elevators, fire-extinguishing
systems and any other permanent work or permanent equipment.
3. When work for which a permit is required by this Code has commenced
without obtaining said building permit, the fees specified shall be doubled,
but the payment of such double fee shall not relieve any person from fully
complying with the requirements of this Code in the execution of the work
nor tiom any other penalties prescribed in this Code.
107.3 Refunds. Refunds for permits shall be made in accordance with Section 2-12
of the County Code.
107.4 Compliance with Hawaii Revised Statutes: Identity of Licenses. It shall be
unlawful for any permittee to perform or allow to be performed, any work covered by
the permit issued in violation of Chapter 444, Hawaii Revised Statutes, relating to [he
licensing of contractors.
107.5 Exemption. The County, all agencies of the County, and contractors with the
County, shall be exempted from the requirement of paying any permit fees.
107.6 Direelor. The County of Hawaii, Department of Public Works, Director, is
authorized to promulgate rules pursuant to Chapter 9l, Hawaii Revised Statutes, as
amended, to impose an impact fee in compliance with Sections 46-141 through 46-14R
to recover two-thirds of the cost of new fire stations.
Section 5-1.0.14. Amending Section 108.2, 108.3, 108.5.1 and 108.8.
Section 108.2, 1083, 108.5.1 and 108.8 are amended to read:
108.2 Posting of Building Permit. Work requiring a permit shall not be commenced
until the permit holder or an agent of the permit holder shall have posted, in a
conspicuous place on the site, the building permit. The building permit shall be
readily visible for the building official to identify and make al] required inspections.
]08.3 Inspection Requests. It shall be the duty of the person doing the work
authorized by a permit to notify the building official that such work is ready for
inspection. The building official may require that every request for inspection be tiled
at least 48 hours before such inspection is desired. Such request may be in writing or
by telephone at the option of the building official.
18
It shall be the duty of the person requesting any inspections required by this Code to
provide access to and means for proper inspection of such work.
108.5.1 General. Protection of joints and penetrations in fire-resistive assemblies
shall not be concealed from view until inspected and approved.
The building official, upon proper notit"ication, shall make the inspections set
forth in Sections 108.5.2, 108.5.3, 108.5.4, 108.5.5, 108.5.6, and 108.5.7.
108.8 Additional and Miscellaneous Inspections. A requested or scheduled
inspection wherein the work to be inspected is not complete or ready for inspection,
the permit holder of the permit shall pay the Director of Finance $50.00 for each
inspection. A requested inspection wherein no permit has been issued or for general
requirements regarding the health, safety or welfare of the people, the person
requesting the inspection shall pay the Director of Finance $50.00 for each inspection.
19
Section 5-1.0.15. Amending Table 1-A.
Table ]-A is amended to read as follows:
TABLF, I-A -BUILDING PERMIT FEES
Fees shall be as follows
A. County of Hawaii, Department of Public Works, $150.00
Building Division pre-approved single-family dwelling
package model hornes or single family dwelling with
architect or structural engineer stamp 900 s.f. - 1,100
s.f. Qivin area onl ~ with one car or two car ea ort).
B. County of Flawaii, Department of Public Works, $200.00
Building Division pre-approved single-family dwelling
package model homes or single-family dwelling with
architect or structural engineer stamp 1,101 s.f. - 1,400
s.f. (livin area onl with one car or two car ca or[ .
C. Dwellings' over 1,401 s.f. including all single-family $20.00 per 100 sq. ft. or fraction thereof
model homes with no minimum s.f. requirement which
is part of a development (To include all enclosed areas
under roof exce t foir areas listed under "D").
D, Carport, garages, porches, patios or lanais and detached $10.00 per 100 sq. ft. or fraction thereof
U structures.
E. AlI other occupancies shall be based on valuation and the
schedule below:
$0 to $500 $10.00
$501 to $2,000 $10.00 for the first $500 plus $2.00 for each
additional $100 or fraction thereof, to and
includin $2,000
$2,001 to $25,000 $33.00 for the first $2,000 plus $8.00 for each
addition $1,000 or fraction thereof, to and
includin $25,000.
$25,001 to $50,000 $205.00 for the first $25,000 plus $6.00 for each
additional $1,000 or fraction thereof, [o and
includin $50,000.
$50,001 and up $355.00 for the first $50,000 plus $3.00 for each
additional $1,000 or fraction thereof.
Section 5-1.0.16. Amending Section 203 - B.
Section 203 - B is amended by amending the sixth, seventh and eighth paragraphs to read
as following:
BUILDING. A building is any structure used or intended for supporting any use or
occupancy. The term shall include but not limited to any structure mounted on wheels
such as a trailer, wagon or vehicle which is parked and stationery for any 24-hour
period, and is used for business or living purposes; provided, however, that the term
shall not include a push cart or push wagon which is readily movable and which does
not exceed 25 square feet in area, nor shall the tern include a trailer or vehicle, used
exclusive]y for the purpose of selling any commercial product therefrom, which holds
a vehicle license and actually travels on public or private streets.
20
BUILDING, EXISTING, is a building for which a legal building permit has been
issued, or one which complied with this Code in effect at the time the building was
erected.
BUILDING OFFICIAL is the Director of Public Works of the County Department
of Public Works or the Director's authorized deputy.
Section 5-1.0.17. Amending Section 204 - C.
Section 204 - C is amended by adding the following paragraphs:
(a) The following paragraphs are added before the definition of "CAST
STONE":
CARPORT is a private garage which is at least 100 percent open on one
side and with 50 percent net openings on another side or which is provided
with an equivalent of such openings on two or more sides.
A private garage which is 100 percent open on one side and 25 percent
open on another side with the latter opening so located to provide adequate
cross ventilation may be considered a carport when approved by the
building official.
(b) The following paragraphs are added after the definition of "CHIEF OF
THE F[RE DEPARTMENT":
CITY shall mean the County of Hawaii
CONSTRUCTION SHED shall be a single-story temporary structure
placed on the project's property and used for the storage of materials or
tools for the duration of construction. This structure may be used as a field
office, but not for any other purpose. Although no building permit is
required for this structure, it is allowed only after a valid building permit
has been issued for a permanent structure. The owner is responsible for the
construction of this shed and for the proper removal of this shed when final
approval of the permitted structure is granted.
COUNTY COUNCIL shall mean the County Council of the County of
}iawaii.
Section 5-1.0.] 8. Amending Section 207 - F.
Section 207 - F is amended by changing the definition of "FAMILY" to read:
FAMILY shall be as defined in the Zoning Code except that a nursing, care home, or
other similar facility with not more than five patients may be considered a family
under this Code.
Section 5-1.0.19. Amending Section 215 - N.
Section 215 -Nis amended by adding the following paragraphs:
NUISANCE. The following shall be defined as nuisances:
21
(a) Any public nuisance laiown at common law or in equity jurisprudence.
(b) Any attractive nuisance which may prove detrimental to children whether
in a building or on the premises of a building. This includes any unfenced
man-made swimming pools, abandoned wells, shafts, or basements; any
structurally unsound fences or structures; and any debris or vegetation
affecting the structural stability of structures.
(c) Whatever is dangerous to human life or is detrimental to health, as
determined by the health officer.
(d) Overcrowding a room with occupants.
(e) Insufficient ventilation or illumination.
(f) Inadequate or unsanitary sewage or plumbing facilities.
(g) Uncleanliness, as determined by the health officer.
(h) ~Nhatever renders air, food or drink unwholesome or detrimental to the
health of human beings, as determined by the health officer.
Section 5-1.0.20. Amending Exception 3 of Section 302.1.
Exception 3 of Section 302.1 is amended to read:
3. An occupancy separation need not be provided between a Group R,
C~ivision 3 Occupancy and a carport having no enclosed uses above or
below. (See requirements in Section 312)
Section 5-1.0.21. Amending Section 304.6.
Section 304.6 is amended by amending the third paragraph to read:
For protection of opening for escalators and vehicular ramps, see Section 711.3
Section 5-1.0.22. Adding Section 304.9.
Section 304.9 is added to read:
304.9 Fire Alarm System. Fire Alarm System shall comply with the Fire Code and
be approved by the Fire Chief.
Section 5-1.0.23. Amending Section 305.2.3.
Section 305.2.3 is arnended by adding exception 4 [o read:
4. In Building of Type I, II-F.R., III One-hour, N-Heavy Timber, II One-
hour or V One-hour construction, rooms for second grade pupils may be
permitted on the second story above grade.
22
Section 5-1.0.24. Amending Section 305.2.4.
Section 305.2.4 is amended by adding an exception immediately following the first paragraph
to read:
EXCEPTION: Laboratories, woodworking and metal-working shops, machine
shops, and similar areas need not be separated from classrooms where visual
communication is required between such areas and classrooms.
Section 5-1.0.25. Amending Section 305.5.
Section 305.5 is amended to read:
305.5 Light, Ventilation, and Sanitation. All portions of Group E occupancies shall
be provided with light, ventilation, and sanitation as specified in Chapter 12
Section 5-1.0.26. Amending Section 305.9.
Section 305.9 is amended to read:
305.9 Fire Alarm Systems. Fire Alarm Systems shall comply with the Fire Code
and be approved by the Fire Chief.
Section 5-1.0.27. Adding Section 306.9.
Section 306.9 is added to read:
306.9 Fire Alarm Systems: Fire Alarm Systems shall comply with the Fire Code
and be approved by the Fire Chief.
Section 5-1.0.28. Amending Section 307.5.1.
Section 307.5.1 is amended to read:
307.5.1 Light Ventilation, and Sanitation. All portions of Group H Occupancies,
other than rooms for which requirements are specified elsewhere in [his section, shall
be provided with light, ventilation, and sanitation as specified in Section 303.5.
Rooms in which explosive, corrosive, combustible, flammable or highly toxic dusts,
mists, fumes, vapors or gases are or may be emitted due to the processing, use,
handling or storage of materials and in all buildings used for the repair or handling of
motor vehicles operating under their own power, mechanical ventilation shall be
provided as specified in Chapter 39, Title 1 Administrative Rules of the Department
of Health, State of Hawaii.
Section 5-1.0.29. Amending Section 307.9.
Section 307.9 is amended to read:
307.9 Fire Alarms. Fire alarm system shall comply with the Fire Code and be
approved by the Fire Chief.
Section 5-1.0.30, Amending Section 308.9.
Section 308.9 is amended to read:
23
308.9 Fire Alarm Systems. Fire Alarm Systems shall comply with the Fire code and
be approved by the Fire Chief.
Section 5-1.0.31. Adding Section 309.9.
Section 309.9 is added to read:
.309.0 Fire Alarm Systems: Fire Alarm Systems shall comply with the Fire Code
and be approved by the Fire Chief.
Section 5-1.0.32. Amending Section 310.2.2.
Section 310.2.2 is amended as follows:
(a) An exception is added afrer the first paragraph to read:
EXCEPTION: Detached Group R, Division 3 Occupancies
(b) The fourth paragraph is amended to read:
For Group R, Division 1 Occupancies with a Group S, Division 4 parking garage
in the basement or first floor, Section 311.2.2.1.
Section 5-1.0.33. Amending Section 310.4.
Section 310.4 is amended by adding exceptions immediately following the fourth paragraph
to read:
EXCEPTIONS:
1. Glass Jalousie bladed windows may be used for
emergency escape or rescue.
2. Escape or rescue windows in Group R, Division 1
Occupancies opening into an exterior exit balcony
serving more that two dwelling units or hotel guest
rooms shall have a finished sill height not more than 44
inches above the floor.
Section 5-1.0.34. Adding Section 310.5.].
Section 310.5.] is amended by adding the following to read:
Section 3]0.5.1 Dwelling Unit. No dwelling or dwelling unit containing two or
more guest rooms shall have room arrangements such that access to a bathroom or
water closet compartment intended for use by occupants of more than one sleeping
room can he had only by going through another sleeping room; nor shall room
arrangements be such that access to a sleeping room can be had only by going
through another sleeping room or a bathroom or water closet compartment.
Section 5-1.0.35. Reserved.
Section 5-1.0.36. Reserved.
24
Section 5-1.0.37. Reserved.
Section 5-1.0.38. Reserved.
Section 5-1.0.39. Amending Section 310.9.1.2.
Section 310.9.1.2 is deleted and replaced with the following:
2. Additions, alterations or repairs to Croup R Occupancies. When the
valuation of an addition, alteration or repair to a Group R Occupancy
sleeping room exceeds $1,000.00 and a permit is required, or when one or
more sleeping rooms are added or created in existing Group R
Occupancies, smoke detectors shall be installed in accordance with
subsections 310.9.1.3, 310.9.1.4 and 310.9.].5 of this section.
Section 5-1.0.40. Amending Section 310.10.
Section 310.10 is amended to read:
310.10 Fire Alarm System: Fire alarm systems shall comply with [he Fire Code and
be approved by the fire chief.
Section 5-1.0.41. Deleting Section 310.11.
Section 310.1 I is deleted.
Section 5-1.0.42. Adding Section 310.13.
Section 310. l3 is added to read:
310.]3 Access to Building and Facilities. Buildings containing more than 20
dwelling units or 20 guest rooms shall be accessible to the persons with disabilities.
See Section 5.1.0.]78 Adding Chapter 39. The number of dwelling units or guest
rooms required to be accessible shall be not less than the following:
Dwelling Units: One for each 50 units or fraction thereof
Guest Rooms: 5% of total
To determine the total number of accessible units, more than one structure on a
building site shall be considered as one building. Habitable rooms, bathrooms, toilet
compartments, halls and utility room in units that are required to be accessible to
persons with disabilities shall be accessible by level floors, ramps or elevators, and
doorways to such rooms shall have a clear unobstructed width of not less than 32
inches.
Section 5-1.0.43. Adding Section 310.14.
Section 370.14 is added to read:
Section 310.14 Existing Buildings
(a) Purpose. The purpose of this section is to provide a reasonable degree of safety
to persons occupying existing Group R, Division I buildings that do not
conform with the minimum requirements of this Code by requiring alterations
to such existing buildings.
25
(b) Scope. The provisions of this section shall apply exclusively to existing
nonconforming Group R, Division 1 Occupancies more than 2 stories in height.
(c) Stair Construction. All stairs shall have a minimum run of 9 inches and a
maximum rise of 8 inches and a minimum of 30 inches exclusive of handrails.
Every stairway shall have at least one handrail. A landing having a minimum
30-inch run in [he direction of travel shall be provided at each point of access
to stairway.
Exterior stairs shall be on noncombustible construction or of wood of not less
than two-inch nominal thickness with solid treads and risers.
(d) Doors and Openings. Exit doors shall meet the requirements of Sections
1003.3.1.5, 1003.3.1.8, 1003.3.1.]0 and 1004.3.4.3.2.1. Doors shall not reduce
the required width of stairways more than 7 inches when open. Transoms, and
openings other than doors, from corridors to rooms shall be fixed closed and
shall be covered with a minimum of 7/a-inch plywood or '/z-inch gypsum
wallboard or equivalent material on the room side.
EXCEPTIONS:
1. Existing solid-bonded wood core doors 1-3/8 inch-
thick or their equivalent may be continued in use.
2. Where existing frame will not accommodate a door
complying with Section 1004.3.4.3.2.1, a 1-3/8 inch-
thick solid bonded wood core door may be used.
(e) Separation of Occupancies. Occupancy separations shall be provided as
specified in Section 302 of this Code. When approved by the building official,
existing wood lath and plaster in good condition or '/z-inch gypsum wallboard
may be acceptable where on-hour occupancy separations are required.
Section 5-1.0.44. Amending Section 3l 1.2.2.1.
Section 3 ] 1.2.2. I is amended as follows:
(a) By amending the title of the section to read:
311.2.2.1 Group S, Division 3 or Group S, Division 4 with Group A,
Division 3; Group B; Group M or Group R, Division 1 Occupancy
above.
(b) By amending condition 3 by adding the words `br Group S, Division 4" after the
words "Group S, Division 3."
Section 5-1.0.45. Amending Section 311.9.2.].
Section 37 1.9.2.1 is amended by amending the exception to read:
EXCEA'fl ON:
26
1. The grade-level tier may contain an office, waiting and
toilet rooms having a total area of not more than 1,000
square feet and such area need not be separated from the
open parking garage.
2. In buildings housing a Group A, Division 2, 2.1, 3, 4,
Group B, Group F, Group M, Group R, Division 1 or
Group S Occupancy, open parking garages are permitted
when all of the following conditions are met:
2.1 The garage portion of the building is of Type I
construction; and
2.2 There is a two-hour occupancy separation between the
open parking garage and all portions of the Group A,
Division 2, 2.1, 3, 4, Group B, Group F, Group M, Group
R, Division 1 or Group S Occupancy.
Section 5-1.0.46. Adding Section 311.11.
Section 31 I.11 is added to read:
311.11 Fire Alarm Systems: Fire alarm systems shall comply with the Fire Code and
be approved by the fire chief.
Section 5-1.0.47. Amending Section 312.1, adding Appendix Chapter 3, Division
[I -AGRICULTURAL BUILDINGS, and amending Appendix Section 327.2.
Section 312.1 is amended to read:
312.1 Group U Occupancies Defined. Group U occupancies shall be:
Division 1. Private garages, carports, sheds, agricultural buildings, greenhouses,
and lath houses used as accessories only when not over 1,000 square
feet in area.
Division 2. Fence, retaining walls, swimming pools, tank and towers.
Division 3. See Appendix Chapter 3, Section 326.
Section 327.2 of Appendix Chapter 3 is by reference incorporated herein and made part of
this Code with the following Exception 3 added to Section 327.2:
EXCEPTION 3: Buildings and structures for horticultural and aquaculture use
with covering of wire screen, cheesecloth, or self-extinguishing plastic sheets are
not required to conform to the requirements of Chapters 3-9, 11-26, 28, 30, 3l,
34 and 35 of this Code when located in areas zoned for agricultural use and not
part of any other occupancy.
For occupancy separations, see Table 3-B.
27
Section 5-1.0.48. Amending Section 312.2.1.
Section 312.2.1 is amended by adding an exception immediately following the existing
paragraph, and by adding a second paragraph immediately [hereafrer, to read:
EXCEPTION: A carport constructed on a hillside may exceed one story in
height provided the space below the carport floor is unused or used for Group U
Occupancy only.
Section 5-1.0.49. Amending Section 312.4.
Section 312.4 is amended by adding an exception immediately following the second
paragraph to read:
EXCEPTION: Where a fire separation is not required, a carport may have an
opening into a room provided such opening is not a required window.
Section 5-1.0.50. Amending Section 312.5.
Section 312.5 is amended by adding an exception to the end thereof to read:
EXCEPTION: A carport on a hillside lot serving a detached single-family
dwelling may have wood floor planking at least 2-inches in nominal thickness
]aid with at least '/a-inch spacing between the planks.
Section 5-1.0.51. Amending Section 312.7.
Section 312.7 is added to read:
3]2.7 Fences. Fences shall be constructed in accordance with this section and all
applicable County and State regulations.
For fences allowed during construction or demolition see Section 3303.
Barbed wire shall not be used for the construction of any fence.
EXCEPTIONS:
I. Barbed wire may be used in fences enclosing the following
premises, provided that barbed wire shall be placed along or
above the height of 6 feet from the ground, subject to the
approval of the fire department:
A. Any "public utility" as defined in Section 269-1, Hawaii
Revised Statutes.
B. Premises zoned industrial and used for storage or
handling of hazardous material.
C. Zoos for keeping animals and birds for public view or
exhibition.
28
D. Jails, prisons, reformatories, and other institutions which
are involved in law enforcement or military activities
where security against entry is an important factor.
2. Barbed wire may be used in fences enclosing premises for
pasturing cattle or raising swine on non-residential zoned
properties.
Section 5-1.0.52. Amending Section 403.
Section 403 is amended to read:
Section 403 -Special Provisions For Group B Office Buildings And Group
R, Division 1 Occupancies
403.1 Scope. This section applies to buildings housing Group B Occupancies and
used as offices, and buildings housing Group R, Division 1 Occupancies.
Such buildings having floors used for human occupancy located more than 75 feet
above the highest grade shall conform to the special requirement of this section in
addition to other applicable requirements of this Code.
403.2 Automatic Sprinkler System.
403.2.1 System Design. The automatic sprinkler system shall be provided throughout
the building. The sprinkler system shall be designed using the parameters set forth in
U.B.C. Standard 9-I and the following:
1. Shutoff valves and water flow device shall be provided for each floor. The
sprinkler riser may be combined with The standpipe riser.
2. Fire pumps shall be approved or listed for fire service by a nationally
recognized independent testing agency.
403.2.2 Modifications. The following modifications of code requirements are
permitted.
I. The fire-resistive time period set forth in Table No. 6-A may be reduced
by one hour for interior bearings walls, exterior bearing and nonbearing
walls, roofs and the beams supporting roofs, provided they do not frame
into columns. Vertical shafts other than stairway enclosures and elevator
shafts may be reduced to one hour when sprinklers are installed within the
shafts at alternate floors. The fire-resistive time period reduction as
specified herein shall not apply to exterior bearing and nonbearing walls
whose tire-resistive rating has already been reduced under the exceptions
contained within Section 602.3.] and 603.3.].
2. Except for corridors in Group R, Division I Occupancies and partitions
separating dwelling units or guest rooms, all interior nonbearing partitions
require to be one-hour fire-resistive construction by Table No. 6-A may be
of noncombustible construction without a fire-resistive time period;
?q
provided doors in such walls forming corridors shall be tight-fitting and
maintained self-closing or shall be automatic closing in accordance with
Section 713.2(2).
3. Travel distance from the most remote point in the floor area to a horizontal
exit or to an enclosed stairway may be 300 feet.
4. Fire dampers, other than those needed to protect floor-ceiling assemblies to
maintain the fire resistance of the assembly, are not required.
5. Emergency windows required by Section 310.4
403.3 Smoke Detection System. At ]east one approved smoke detector suitable for
the intended use shall be installed.
1. In every mechanical equipment, electrical, transformer, telephone
equipment, elevator machine or similar room.
2. In every interior exit corridor of a hotel building.
3. In every storage room, laundry room, furnace room and similar common
areas in Group R, Division 1 Occupancies.
4. In the main return and exhaust air plenum of each air-conditioning system
and located in a serviceable area downstream of the last duct inlet.
5. At each connection to a vertical duct or riser serving two or more stories
from a return air duct of plenum of an air-conditioning system. In Group
R, Division I Occupancies, an approved smoke detector may be used in
each return-air riser carrying not more than 5000 cfm and serving not more
than ]0 air inlet openings.
Smoke detection system conforming to the provisions of Chapter 4 of
NFPA Standard 90A will be accepted in lieu of items 2 and 3 above.
I?very smoke detector system shall be connected to an annunciator and to
the fire alarm system under subsection 403.5 below and shall place into
operation all equipment necessary to prevent the recirculation of smoke.
403.4 Fire Alarm and Communications Systems. Fire alarm and communication
system shall comply with the Fire Code and be approved by the Fire Chief.
403.5 Central Control Station. The Central Control Station for use by the Fire
Department shall comply with the Fire Code and be approved by the Fire Chief.
403.6 Smoke Control. Natural or mechanical ventilation for the removal of products
of combustion shall be provided in every story and shall consist of one of the
following:
1. Eiasily identifiable windows or panels which are manually openable or
approved fixed tempered glass shall be provided in the exterior walls.
30
They shall be distributed around the perimeter of the building at not more
Chan 50-foot intervals at the rate of 20 square feet per 50 lineal feet.
IiXCF.PTION: ]n Group R, Division 1 Occupancies each guest room or
suite having an exterior wall may be provided with a minimum of 2 square
feet of venting area.
2. When a complete approved automatic sprinkler system is installed, the
rnechanical air-handling equipment may be designed to accomplish smoke
removal. Under fire conditions, the return and exhaust air shall be moved
directly to the outside without recirculation to other sections of the
t~uilding. 'The air-handling system shall provide a minimum of one exhaust
a it change each ] 0 minutes for the area involved.
3. Any other approved design which will produce equivalent results.
403.7 Elevator Lobbies. Elevator Lobbies shall comply with the following:
Elevators on all floor shall open into elevator lobbies which are separated from the
remainder of the building, including comdors and other means of egress, by walls
extended from the floor to the underside of the fire-resistive floor or roof above. Such
walls shall be of not less than one-hour fire-resistive construction. Opening through
wall shall conform to Section 1004.3.4.3.2.
EXCEPTIONS:
l . The main entrance level elevator lobby in office buildings.
2. Elevator lobbies located within an atrium complying with the
provisions of Section 402.
3. In fully sprinkled office buildings, corridors may lead through
enclosed elevator lobbies if all areas of the building have
access to at least one required exit without passing through the
elevator lobby.
403.8 Standby Power and Light System. A permanently installed standby power-
generator set conforming to the Electrical Code shall be provided. The set shall be
equipped with suitable means for automatically starting the generator set upon failure
of the normal electrical supply systems and for automatic transfer and operation of all
the required electrical functions at full power within 30 seconds of such normal
service failure. An on-premises fuel supply sufficient for not less than 8 hours full
demand operation of the set shall be provided. Should the standby poser unit become
inoperable at any time due breakdown of equipment and cannot be repaired
immediately, a portable emergency power unit shall be installed to take its place until
the equipment is repaired and in operable condition.
The building official may approve other reliable sources of energy to power the
standby power-generator set.
31
All power, lighting and signal facilities provided under the requirements of this
section shall be transferable to the standby poser system. The power requirements
shall be determined so as to provide service to the following.
1. Fire alarm system.
2. Fire protection equipment.
3. Exit and other emergency lighting.
4. Mechanical ventilation required by this section and/or Section 1005.3.3
5. Elevator designated for tire service as required by the State Elevator Code.
6. Electrically-operated exit locks.
The standby power to the fire pump may also be connected to the domestic water
pump. In the event the sprinkler systems is activated, the power shall be automatically
transferred to service the fire pump if needed.
The standby power-generator set shall be tested regularly as required by the Fire
Chief.
403.9 Exits. All Stairway doors which are locked to prevent entry from [he stairway
side shall have electric strikes which will be automatically unlocked without
unlatching upon actuation of the fire alarm system or in the event of power failure.
Controls for electric strikes may be provided with manual override of the automatic
system, shall be provided from the central control station.
403.10 Seismic Considerations. In Seismic Zones Nos. 2, 3, and 4, the anchorage of
mechanical and electrical equipment required for life-safety systems, including fire
pumps and elevator drive and suspension systems, shall be designed in accordance
with the requirements of Chapter 16 Volume 2.
Section 5-1.0.53. Amending Section 405.2.
Section 405.2 is amended by amending the second sentence of the second paragraph to
read:
When the space beneath a raised platform is used for storage or any purpose other than
equipment wiring or plumbing the floor construction shall be not less than one-hour
fire-resistive construction or of heavy timber floor construction.
Section 5-1.0.54. Amending Section 406.5.
Section 406.5 is amended to read:
406.5.] Ventilation. Ventilation shall be provided as specified in Chapter 39, Title
11, Administrative Rules of the Department of Health, State of Hawaii.
Section 5-1.0.55. Amending Section 408.5.4.
Section 408.5.4 i:; amended to read:
32
408.5.4 Pulblic Address System. A public address system which is audible
throughout the amusement building shall be provided in all portable and permanent
amusement buildings. The public address system may also serve as an alarm system.
Section 5-1.0.56. Adding Section 408.6.
Section 408.6 is added to read:
408.6 Fire Alarm System. Fire Alarm System shall comply with the Fire Code and
be approved by the Fire Chief.
Section 5-1.0.57. Adding Section 419.
Section 419 is added to read:
419 Asbestos
No material specified in this code shall contain asbestos.
Section 5-1.0.58. Amending Section 502.
Section 502 is amended to read:
Numbers shall be provided for all new buildings as specified in Hawaii County Code
Chapter 22.
Section 5-1.0.59. Amending Section 503.1.
Section 503.1 is amended to read:
503.1 General. Buildings shall adjoin or have access to a public way or yard on not
less than one side. Required yards shall be permanently maintained. Minimum yards
shall comply to Chapter 25, Zoning of this County Code.
For the purE~ose of this section, the center line of an adjoining public way shall be
considered an adjacent right-of-way not less than 10 feet in width shall be considered
an adjacent property line if the owner of the premises for which the building permit
application is filed owns a portion thereof. With the exception of a pedestrian
walkway, bridge or ramp used for thoroughfare purposes only, such private rights-of-
way shall be unobstmcted from the ground to the sky and permanently maintained as
such.
Eaves over required windows shall not be less than 30 inches from side and rear
property lines. For eaves, see Section 705.
No building or structure or any portion thereof shall be located on or over a property
line except an arcade, bridge, or ramp used for thoroughfare purposes only, or as
otherwise permitted in this code and in the Zoning Code.
Section 5-1.0.60. Amending Section 503.2.1.
Section 503.2.1 is amended as follows:
(a) By adding an exception after the first paragraph to read:
33
EXCEPTION: Lot lines within a joint or similar development and boundary
lines established for condominium ownership purpose only, shall not be
considered as property lines for the purpose of this section.
Section 5-1.0.61. Amending Section 503.4.2.
Section 503.4.2 is amended as follows:
(a) By amending the title to read:
503.4.2 Groups B, F, M and S Occupancies.
(b) By adding a second paragraph immediately following the first paragraph to read:
In Groups B, F-I, M and S-1 Occupancies, afire-resistive time period will not be
required for an exterior wall of a one-story or two-story building, provided the floor
area of the building does not exceed 2,500 square feet and such wall is located no[ less
than 10 feet from a property line.
Section 5-1.0.62. Amending Section 504.3.
Section 504.3 is amended by adding Exception 3 to read:
3 An occupancy separation need not be provided between a Group R,
Division 3 Occupancy and a carport having no enclosed uses above or
below. (See requirements in Section 312.)
Section 5-1.0.63. Amending Section 504.6.4.
Section 504.6.4 is amended by adding exception 4 to read:
4. Area Separation Wall for Type I or Il-F.R. Buildings sprinkled throughout
im Group R, Division 1 apartment house occupancies with not more than
Two dwelling units on any floor need not extend to the ground floor lobby
e~r parking garage below the second floor.
Section 5-1.0.64. Amending Section 507.
Section 507 is amended by adding an exception after item 1 to read:
EXCEPTION: In Buildings of Type II-N construction, mezzanine floors,
including supporting beams, girders, and columns, may be of Type VOne-hour
fire-resistive construction.
Section 5-1.0.65. Amending Section 509.
Section 509 -GUARDRAILS is amended to read:
509.] Where Required. Unenclosed floor, roof and exterior wall openings, open and
glazed sides of stairways, landings and ramps, balconies or porches, which are more
than 30 inches above grade or floor below, and roof used for other than service of the
building shall be protected by a guardrail.
34
Openable windows located on floors more than 5 feet above adjacent grade or floor
used for other than service of the buildings shall be protected by a guardrail, if the
opening is below guardrail height. On floors more than Sfeet above adjacent grade,
floor or roof, guardrails shall be provided for windows which are openable below the
required height of guardrails.
EXCEPTION: Guardrails need not be provided at the following locations:
1. On the loading side of loading docks.
2. On the auditorium side of a stage or enclosed platform.
3. Along vehicle service pits not accessible to the public.
4. At openable windows that are provided with securely installed
"insect" screen or other equal or better barriers. At windows
which are openable below the required height for guardrails
when provided with securely installed "insect" screen or other
equal or better barriers.
509.2 The Top of Guardrails. The top of guardrails shall not be less than 42 inches
in height.
F,XCEPTIONS:
1. The top of guardrails for Group R, Division 3 and Group U,
Division 1 Occupancies and interior guardrails within
individual dwelling unit, Group R, Division 3 congregate
residences and guest rooms of Group R, Division 1
Occupancies may be 36 inches in height.
2. The top of guardrails on a balcony immediately in front of the
first row of fixed seats and which are not at the end of an aisle
may be 26 inches in height.
509.3 Open Guardrails and Stair Railings. Open guardrails and stair railings shall
have intermediate rails or an ornamental pattern such [hat no object 6 inches in
diameter can pass through; provided that the dimensions shall be such that no object 4
inches in diameter can pass through for the following occupancies: Group R, Division
1 and 3 Occupancies; Group E, Division 3 used for day care purposes; Group 1,
Division 1 Occupancies used for nurseries for children under kindergarten age.
EXCEPTION:
I. The open space between the intermediate rails or ornamental
pattern of guardrails in areas of commercial and industrial-type
occupancies which are not accessible to the public may be
such that a sphere 12 inches in diameter cannot pass through.
2. The triangular openings formed by the riser, tread and bottom
element of a guardrail at the side of a stairway may be of such
35
size that a sphere 6-1/2" inches in diameter cannot pass
through.
Section 5-1.0.66. Reserved.
Section 5-1.0.67. Adding Section 510.
Section 510 is added to read:
Section 510 -Cooking Unit Clearance
5]0.1 Minimum Vertical Clearance. There shall be a minimum vertical clearance
of not less than 30 inches between the cooking top of domestic oil, gas, and electric
ranges and the underside of unprotected combustible material above such ranges.
When the underside of such combustible material is protected with insulating
millboard at least '/a inch thick covered with sheet metal of not less than 0.021-inch-
thick (No. 28 U.S. gauge) or a metal ventilating hood, the distance shall be not less
than 24 inches.
510.2 Minimum Horizontal Clearance. The minimum horizontal clearance from
the burner head(s) of a top (or surface) cooking unit to combustible walls extending
above the cooking surface shall be not less than 12 inches.
EXCEPTION: Walls of combustible materials to be installed within 12 inches of a
cooking unit shall be provided with protection equivalent to '/z-inch gypsum wallboard
covered with laminated plastic. The height of the laminated plastic shall be 12"
minimum.
510.3 Surface Finish: Where alternate materials other than as specified in Section
510.1 and the exception to Section 510.2 are used as approved by The building official,
the surface of such material shall have a smooth, nonabsorbent finish.
Section 5-1.0.68. Adding Section Sl 1.
Section 51 I is added to read:
Section 511 -Ceiling Height
Unless otherwise specified, the ceiling height shall be not less than 7 feet and
projections below the ceiling may be permitted provided the clearance is not less than
6 feet 6 inches.
Section 5-1.0.69. Adding Section S12.
Section 512 is added to read:
Section 512 -Common Boundary Walls
512.1 Common Boundary Walls. Common boundary walls may be permitted upon
submission of a written agreement between the owners of the properties involved for
the construction of the wall, provided the construction is not in conflict with other
applicable laws and ordinances.
36
512.2 The minimum requirements for construction of common boundary walls shall
be as follows:
(1) The wall shall be of four-hour fire resistive rating, shall have no openings,
and shall extend a minimum of four fee[ beyond the exterior wall or to the
outer edges of horizontal projecting elements such as balconies, roof
overhangs canopies, marquees, or architectural projections.
(2) Where the exterior wall at the termination of a common boundary wall
borders a street right-of--way, the exterior wall adjacent to the common
boundary wall shall be not less than four-hour fire resistive construction
for a distance of two feet on each side of the common boundary wall.
(3) The wall shall extend from the foundation to a point thirty inches above the
roof and where the wall separates buildings of different heights, the wall
shall terminate at a point thirty inches above the higher roof level.
(4) The wall shall be designed to support all loads superimposed upon it as
required by Part V -Engineering Regulations -Quality and Design of the
nAaterials of Construction.
Section 5-1.0.70. Adding Section 603.6.
Section 603.6 is added to read:
603.6 In buildings of Type II-N construction, mezzanine floors, including supporting
beams, girders, and columns, may be of Type VOne-hour tire resistive construction,
or Type IV Heavy Timber. Stairways shall be according to Section 603.4 or 605.4.
Nonbearing interior walls and partitions may be of Type V-I hour construction.
Section 5-1.0.71. Amending Section 606.3.
Section 606.3 is amended to read:
606.3 Exterior Walls and Openings. Exterior walls shall comply with fire-resistive
requirements set forth in Section 503, and Tables 5-A and 6-A. Openings in exterior
walls shall conform to requirements of Section 503.2 and Table 5-A.
EXCEPTION: Non-bearing walls of Type VOne-hour buildings fronting public ways
or yards having a width of at ]east 40 feet may be of unprotected noncombustible
construction or of wood studs with 5/8-inch exterior-type plywood or similar material
having a L°-minute finish rating on the exterior surface and with interior surface
treatment as required for one-hour fire-resistive construction.
Section 5-1.0.72. Amending Section 705.
Section 705 is amended by adding two paragraphs immediately after the third paragraph to
read:
Projections trom walls using flame retardant membrane conforming to UBC Standard
3101 and projecting not more than 6 feet may be used at the first floor fronting on
public ways or extending into yard spaces not closer than 20 feet from an adjacent
property line.
37
Projections from walls of Type V-N construction may have flame retardant membrane
conforming to UBC Standard 31-1 when projecting not more than 6 feet and not
located where openings are not permitted or must be protected.
For Group H Occupancies, See Section 307.
Section 5-1.0.73. Amending Section 707.1.
Section 707.1 is amended to read:
707.1 General. Thermal and acoustical insulation located on or within floor-ceiling
and roof-ceiling assemblies, craw] spaces, ducts, plenums, walls, partitions, and
insulation on pipes and tubing shall comply with this section.
EXCEPTION: Roof lnsulation shall comply with Section 1510.
Section 5-1.0.74. Adding Section 707.4.
Section 707.4 is added to read:
707.4 Insulation on or Within Ducts and Plenums. For the purpose of this section,
DUCT is any tube or conduit for transmission of air. This definition shall not include:
L A vent, a vent connector or a chimney connector.
2. E1ny tube or conduit wherein [he pressure of the air exceeds one pound per
square inch.
3. The air passages of listed self-contained systems.
Only approved materials shall be installed within ducts and plenums for insulating,
sound deadening or other purposes. All such materials shall have amold-, humidity-,
and erosion-resistant face that has met the requirements of U.L. Standard 181. Duct
liners shall conform to ASTM Standard 1071 and installation shall conform to Sheet
Metal and Air Conditioning Contractors' National Association Duct Construction
Standards, Metal and Flexible.
Insulation applied to the exterior surface of ducts located in buildings shall have a
flame spread of not more than 25 and asmoke-density of not more than SO when
tested as a composite installation, including insulation, facing materials, tapes, and
adhesives as normally applied.
EXCEPTION: Insulation having aflame-spread index not exceeding SO and asmoke-
density not greater than 100 may be installed in dwellings or apartment houses where
the duct system serves not more than one dwelling unit.
Faced insulation intended for installation on the exterior of ducts shall be legibly
printed with the name of the manufacturer, nominal thickness of insulation, and the
flame-spread and smoke-developed ratings of the composite material.
Section 5-1.0.75. Amending Section 709.6.1.
Section 709.6.1 is amended to read:
3R
709.6.1 General. Through penetrations of the fire-resistive walls requiring
protected openings shall comply with Section 709.6.2 or 709.6.3.
Section 5-1.0.76. Amending Section 709.7.
Section 709.7 is amended to read:
709.7 Membrane Penetrations. Membrane penetrations of the fire-resistive walls
requiring protected openings shall comply with SecHon709.6.
Section 5-1.0.77. Amending Section 710.5.
Section 710.5 is amended to read:
710.5 Wiring in Plenums. Wiring in plenums shall comply with the NFPA 70,
National Electrical Code, currently adopted by the County and the current NFPA 90A,
Standard for the Installation of Air Conditioning and Ventilation Systems.
Section 5-1.0.78. Amending Section 711.3.
Section 711.3 is amended by adding a seventh paragraph to read:
In buildings housing a Group A, Division 2, 2.1, 3, 4, Group B, Group F, Group M,
Group R, Division 1 or Group S Occupancy, enclosures shall not be required for
escalators or for ramps used solely for vehicular passage, provided the following
conditions are met:
1. The top of the escalator or ramp opening at each story is provided with a
draft curtain and automatic fire sprinklers are installed around the
perimeter of the opening within 2 feet of the drafr curtain. The draft
curtain shall enclose the perimeter of the unenclosed opening and extend
from the ceiling downward at least 12 inches on all sides. The spacing
between sprinklers shall not exceed 6 feet.
2. A.I] tloors with escalator or ramp openings are equipped with automatic
sprinkler systems.
3. There is provided athree-hour fire-resistive separation from floors not
equipped with automatic sprinkler systems.
4. In mixed occupancies housing a Group A, Division 2, 2.1, 3,4, or Group R,
Division 1 Occupancy, the entire building is of Type I construction.
Section 5-].0.79. Adding Section 715.
Section 7 ] 5 is added to read:
Section 715-Grease Removal Ducts
715.] Duct Enclosures. A duct serving a kitchen hood used for collecting grease and
smoke from a commercial kitchen range and which penetrates a ceiling, wall or floor
shall be enclosed as follows:
39
1. 1Nhere a shafr enclosure is required, the duct enclosure shall comply with
Section 711.
2. 1Nhen penetrating afire-resistive assembly, the ftre-resistive requirements
crf Section 709 and 710 must be maintained.
3. 1Nhen clearance from the duct to combustible construction is less than 18
inches, the duct shall be enclosed in a duct enclosure which is lined on the
inner face as required for one-hour construction. The enclosure shall be
separated from the duct by at least 6 inches.
EXCEPTION: Ducts meeting clearance and protection requirements of the current 91
NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial
Cooking Operations. The installation of Equipment for the Removal of Smoke and
Grease-Laden Vapors from Commercial Cooking Equipment.
715.2 Dampers. Dampers shall not be installed in exhaust ducts or exhaust duct
systems.
EXCEPTION: When specifically listed for such use or required as part of a listed or
approved device or system, dampers may be installed in exhaust ducts or exhaust duct
systems.
715.3 Penetrations Through Walls. Exhaust ducts shall not pass through area
separation or occupancy separation walls.
Section 5-1.0.80. Amending Section 807.13.
Section 807.13 is amended by adding a second paragraph to read:
Built-up shower receptors shall conform to Chapter 17 -PLUMBING of the Hawaii
County Code.
Section 5-1.0.81. Amending Section 904.1.1.
Section 904. L l is amended by adding a fifth paragraph to read:
All buried galvanized steel and other ferrous piping used in connection with fire-
extinguishing systems shall be wrapped or otherwise protected against corrosion in
accordance with [he Plumbing Code provisions for protection of galvanized ferrous
piping for potable water.
Section 5-1.0.82. Amending Section 904.2.2.
Section 904.2.2 is amended by amending the firs[ paragraph of subdivision 1 to read:
L In every story or basement of all buildings when floor area exceeds 1,500
square feet and there is not provided at ]east 20 square feet of opening
entirely above adjoining ground level in each 50 lineal feet or fraction
thereof of exterior wall in the story or basement on at least one side of the
building. Each of the required 20 square feet of opening shall have at least
one opening with minimum dimensions of 3 feet by 4 feet. Such required
openings shall be unobstructed by sunshades, louvers, grillwork, or other
40
construction on the exterior wall which will prevent or hinder access to the
openings by the fire department personnel.
Section 5-1.0.83. Amending Section 904.2.3.6.
Section 904.2.3.6 is amended to read:
904.2.3.6 Amusement Buildings. An automatic sprinkler system shall be installed in
al] permanent and portable amusement buildings. The main water-flow switch shall
be electrically supervised. The sprinkler main cutoff valve shall be supervised. When
the amusement building is portable, the sprinkler water-supply system may be of an
approved temporary type.
EXCEPTION: An automatic sprinkler system need not be provided when the floor
area of a portable amusement building is less than 1,000 square feet and the exit travel
distance from any point is less than 50 feet.
Section 5-1.0.84. Amending Section 904.2.9.
Section 904.2.9 is amended to read:
904.2.9 Group R, Division 1 Occupancies. An automatic sprinkler system shall be
installed throughout every apartment house containing more than 15 dwelling units,
every congregate residence over one story and having an occupant load of 50 or more,
and every hotel containing 20 or more guest rooms. Residential or quick-response
standard sprinkler heads shall be used in the dwelling unit and guest room portions of
the building.
Section 5-1.0.85. Adding Section 904.2.10.
Section 904.2.]0 is added to read:
904.2.10 Group M and S Occupancies. In a one-story building for Group M or S
Occupancies requiring an automatic sprinkler system, a metal plate sign stating the
maximum storage height allowable for the installed sprinkler system shall be placed
next to the main shutoff valve of the automatic sprinkler riser.
Section 5-1.0.86. Amending Section 904.4.
Section 904.4 is amended by adding item 6 to read:
6. Where permitted by the cursent NFPA 13, Standard for Installation of
Sprinkler Systems.
Section 5-1.0.8'7. Amending Section 904.5.3.
Section 904.5.3 is amended by amending [he third paragraph to read:
There shall be aC least one two-way, 2-1/2-inch outlet above the roof line when the
roof has a slope of less than 4 units vertical in 12 units horizontal.
Section 5-1.0.88. Adding Section 904.5.6.
Section 904.5.6 is added to read:
4I
904.5.6 Testing. After completion of installation, the following test procedures shall
be followed to determine that the system as installed performs properly:
1. Hydrostatic and Flow Test -Performed to comply with the test procedure
for standpipe systems in the fire department's rules and regulations.
2. Operate each outlet valve in the system to determine that it will function
properly.
Section 5-1.0.89. Amending Section 904.6.
Section 904.6 is amended to read:
904.6 Buildings Under Construction. During the construction of a building and
until the permanent fire-extinguishing system has been installed and is in service, fire
protection shall be provided in accordance with the Fire Code.
Section 5-1.0.90. Amending Section 4-3.5.1 of U.B.C. Standard 9-2 (Volume 3).
Section 4-3.5.1 is amended to read:
4-3.5.1 Fire department connections shall be on the street side of buildings and shall
be located and arranged so that hose lines can be attached to the inlets without
interference from nearby objects including buildings, fences, posts, or other fir
department connections and shall be protected against mechanical injury and shall be
visible and accessible.
Section 5-1.0.91. Amending Section 4-3.5.4 of U.B.C. Standard 9-2 (Volume 3).
Section 4-3.5.4 is amended to read:
4-3.5.4 A Ilre department connection for each standpipe system shall be located not
more than 100 feet (30.5 m) from the nearest fire hydrant connected to an approved
water supply and within 20 feet of the fire apparatus access road.
Section 5-1.0.92. Adding Section 4-8 to U.B.C. Standard 9-2 (Volume 3).
Section 4-A is added to read:
4-8 Piping. All horizontal runs of Class 1 systems shall be sloped to drain. Where
pipe traps occur in such systems they shall be provided with listed automatic drip
valves.
Section 5-1.0.93. Amending Section 5-3.1 of U.B.C. Standard 9-2 (Volume 3).
Section 5-3.1 of U.B.C. Standard 9-2 is amended to read:
5-3.1 General. Hose connections and hose stations shall be unobstructed and shall be
located not less than 3 feet (0.9 m) or more than 5 feet (1.5 m) above the t7oor. All
outlets shall be installed so that a 12-inch-long wrench may be used in connecting the
hose with clearance for the wrench on all sides of the outlet.
42
Section 5-1.0.94. Amending Table 9-A.
Table 9-A is amended to read:
NONSPRINKLERED SPRINKLERED
BUILDING
BUILDING~'3
Standpipe Hose Standpipe Hose
Class Re uirement Class Re uirement
1. Occupancies 4 stories or 1 and No
more in height, except II Yes I No
Grou R, Div. 3 (or Ill) X (or III) X°
2. Group A Occupancies
with occupant load II Yes No No
exceedin 1,000 Requirement
3. Group A, Div. 2.1 11 Yes 11 Yes
Occupancies over 5,000
square feet in area used
for exhibition.
4. Groups I; H; B; S; M; F,
Div. 1 Occupancies less ll Yes No No
than 4 stories in height but
greater than 20,000 square Requirement
feet er floors
5. Stages more than 1,000 Il No II No
s uare feet in area.
'Except as otherwise specified in Item 3 of this table, Class II standpipes need not be provided in
basements having an automatic fire-extinguishing system throughout.
'The standpipe system may be combined with the automatic sprinkler system
'Portions of otherwise sprinkled buildings which are not protected by automatic sprinklers shall
have Class ll standpipesinsta]led as required for the unsprinklered portions.
°Hose is required for Class II outlets.
sClass II standpipes need not be provided in assembly areas used solely for worship.
°For the purposes of this table, occupied roofs of parking structures shall be considered an
additional story. In parking structures, a tier is a story.
Section 5-1.0.95. Adding Section 1003.2.9.3.
Section 1003.2.9.3 is added to read:
1003.2.9.3 Stairway Enclosure Illumination. Enclosed stairways of buildings more
than 2 stories in height shall be provided with emergency illumination systems which
43
shall conform with the provisions of this Section 1003.2.9.1 and be supplied from
storage batteries or on-site generator set in accordance with the provisions under
Section 1003.2.9.2.
Section 5-1.0.96. Amending Section 1003.3.1.5.
Section 1003.3.1.5 is amended by adding an exception immediately following the second
paragraph to read:
EXCEPTION: Double-acting screen doors used in conjunction with exit doors having
panic hardware in school cafetoriums.
Section 5-1.0.97. Amending Section 1003.3.1.6.
Section 1003.3.1.6 is amended by amending the second sentence to read:
When access for the physically handicapped is required by Chapter ]0, the floor or
landing at doors shall be specified in Chapter 39.
Section 5-1.0.98. Amending Section 1003.3.3.2.
Section 1003.3.3.2 is amended by amending the first paragraph to read:
1003.3.3.2 Width. Width of stairways shall be determined in accordance with
Section 1003.2.3; provided that stairways serving an occupant load of 50 or more
shall be not less than 44 inches in width except as specified herein and in Chapter 11;
stairways serving an occupant load of 49 or less shall be not less than 36 inches in
width; and provided further that such stairways having Class [ or III standpipes
installed therein shall be not less than 44 inches in width. Private stairways serving an
occupant load of less than 10 shall be not less than 30 inches in width.
Section 5-1.0.99. Amending Section 1003.3.3.6.
Section 1003.3.6 is amended to read:
1003.3.6 Handrails. Stairways shall have handrails on each side, and every stairway
required to be more than 88 inches in width shall be provided with not less than one
intermediate handrail for each 88 inches of required width. Intermediate handrails
shall be spaced approximately equally across the entire width of the stairway.
EXCF,PTIONS:
1. Stairways less than 44 inches in width and stairways serving
one dwelling unit in Group R Occupancies or a Group R,
Division 3 congregate residence may have one handrail.
2. Stairways having less than four risers need not have handrails.
The top of handrails shall be placed not less than 32 inches nor
more than 38 inches above the nosing of treads. They shall be
continuous the full length of the stairs. Except for private
stairways, at least one handrail shall extend not less than 6
inches beyond the top and bottom risers, and ends shall be
44
turned or shall terminate in newel posts or safety
terminals.
Handrails projecting from a wall shall have a space of not less
than 1-I/2 inches between the wall and the handrail. The
handgrip portion of handrails shall be not less than 1-1/4
inches nor more than 2 inches in cross-sectional dimension and
shall have a smooth surface with no sharp corners.
See Section 3907 -Handrails (Chapter 39) for handrail requirements for
the handicap.
Section 5-1.0.100. Amending Section 1003.3.3.9.
Section ] 003.3.3.9 is amended by amending the last paragraph to read:
Stairways exiting directly to the exterior of a building shall be provided with means
for emergency entry for fire department access as required by the Fire Code.
Section 5-1.0.101. Amending Section 1003.3.4.4.
Section 1003.3.4.4 is amended to read:
1003.3.4.4 Landings. Ramps having slopes steeper than one vertical to 15 horizontal
shall have landings at top and bottom, and at least one intermediate landing shall be
provided for each 5 feet of rise. Landings shall have a dimension measured in the
direction of ramp run of not less than 5 feet.
Doors in any position shall not reduce the minimum dimension of the landings to less
than one half its required width and shall not reduce the required width by more than 7
inches when fully open.
Section 5-1.0.102. Amending Section ]003.3.4.5.
Section 1003.3.4.5 is amended as follows:
1003.3.4.5 Handrails. Ramps which are located within an accessible route of travel
having slopes steeper than 1 unit vertical in 20 units horizontal (5% slope) shall have
handrails as required for stairways, except that intermediate handrails shall not be
required. Handrails shall be required for other ramps when the slope is steeper than 1
vertical [0 10 horizontal. Ramped aisles serving fixed seating shall have handrails as
required in Section 1004.3.2.
Section 5-].0.103. Adding Section 1003.3.4.9.
Section 1003.3.4.9 is added to read:
]003.3.4.9 Headroom. Ramps shall have headroom clearance of not less than T-o"
(21,000mm). Clearance shall be measured vertically from a plane parallel and tangent
to ramp surface to the soffit or other construction above at all points of the ramp and
landings.
45
Section 5-1.0.104. Amending Section 1004.2.3.2.
Section 1004.2.3.2 is amended by amending the exceptions after the second paragraph to
read:
EXCEPTIONS:
1. Dwelling units on the second story or in a basement may have
access to only one common exit when the total occupant load
served by that exit does not exceed ten.
2. Except as provided in Table No. 10-A, only one exit need be
provided from the second floor or a basement within an
individual dwelling unit or a Group R, Division 3 congregate
residence.
3. Except as provided in Table ]0-A, only one exit shall be
required for Group R, Division 3 Occupancies.
4. Floors and basements used exclusively for service of the
building and elevator lobbies may have one exit. For the
purposes of this exception, storage rooms, laundry rooms,
maintenance offices, and similar uses shall not be considered
as providing service to the building.
5. Storage rooms, laundry rooms, and maintenance offices not
exceeding 300 square feet in floor area may be provided with
only one exit.
6. Elevator lobbies may have one exit provided the use of such
exit does not require keys, tools, special knowledge or effort.
7. Type 1 or II-F.R. buildings sprinkled throughout in Group R,
Division 1 apartment house occupancies with not more than
two dwellings units on any floor may have a single exit that is
immediately accessible to all dwellings units served thereby
when all of the following conditions are met:
a. The stairway is either an exterior stairway or a
smokeproof enclosure by natural ventilation and exits to
the exterior directly or through an exit passageway.
b. The stairway is limited to the existing of the Group R-1
apartment house occupancy.
c. If area separation walls are provided, they need not
extend to the ground floor lobby or parking garage
below the second floor.
8. Buildings of Group R, Division I Occupancies of at least one-
hour tire-resistive construction, not exceeding three stories in
46
height, may have a single exit serving not more than two units
per floor, provided that such exit is an enclosed stairway or an
exterior stairway, and provided further that such exit is
immediately accessible to all units served.
Section 5-1.0.105. Amending Section 1004.2.6.
Section 1004.2.6 is amended by adding an exception to read:
EXCEPTION: Foyers, lobbies, or reception areas which are constructed as required
for corridors may have dead ends exceeding 20 feet, provided that the ratio of length
of dead end to width does not exceed 2:1.
Section 5-1.0.106. Amending Section 1005.3.3.1.
Section 1005.3.3. I is amended by amending exception 3 to read:
3. Stairs in open parking garages, as defined in Section 311.9, need not be
enclosed, provided that such stairs are not a continuation of exits from
upper floors which are required to be enclosed.
Section 5-1.0.107. Reserved.
Section 5-1.0.108. Amending Section 1006.3.3.2.
Section 100633.2 is amended by adding a third paragraph to read:
Stairways exiting directly to the exterior of a building shall be provided with means
for emergency entry for fire department access as required by the Fire Code.
Section 5-1.0.109. Amending Section 1007.3.11.
Section 10073.] 1 is amended by adding an exception to read:
EXCEPTION: Security gates may be permitted across corridors or passageways in
school buildings if there is a readily visible durable sign on or adjacent to the gate,
stating "THIS GATE IS TO REMAIN SECURED IN THE OPEN POS/TION
WHENEVER THIS BUILDING IS IN USE". The sign shall be in letters not less
than one inch high on a contrasting background. The use of this exception may be
revoked by the building official for due cause.
Section 5-1.0.110. Amending Section 1101.1.
Section 1 101.1 is amended by amending the first paragraph to read:
1101.] General. Buildings or portions of buildings shall be accessible to persons with
disabilities as required by this Chapter and Chapter 39.
Section 5-1.0.111. Deleting Section l 101.2.
Section 1 ] O I.2 is deleted.
Section 5-1.0.112. Amending Section 1101.3.
Section 11013 is amended to read:
47
1101.3 Design. The design and construction of accessible building elements shall be
in accordance with Chapter 39.
Conformance with the accessibility requirements of the Americans With Disabilities
Act under the Department of Justice or the Fair Housing Act under the Department of
Housing and Urban Development shall be equivalent to meeting the accessibility
requirements of this Code. At the time of submittal of an application for a building
permit, the owner (or the owner's responsible professional architect, or engineer),
shall execute a certification that all requirements of the Americans with Disabilities
Act or any regulation other than this Code, relating to accessibility to persons with
disabilities, shall be complied with. A copy of this certification shall be filed with the
building permit records.
Section 5-1.0.113. Amending Section 1103.1.2.
Section ] 103.1.2 is amended to read:
1]03.1.2 Assembly Areas. Assembly areas shall be according to Section 3917.
Section 5-1.0.114. Amending Section 1103.1.9.
Section 1103.1.9 is amended to read:
1103.1.9 Group R Occupancies. Group R Occupancies shall be accessible as
provided in Section 310.13
Section 5-1.0.115. Deleting Section 1103.2.
Section 1 ]03.2 is deleted.
Section 5-1.0.]16. Amending Section 1104.1.1.
Section 1104.1.1 is amended by adding an exception afrer the first paragraph to read:
EXCEPTION: Buildings protected throughout by an approved, supervised automatic
sprinkler system.
Section 5-1.0.117. Amending Section 1104.2.
Section ] 104.2 is amended to read:
1104.2 Areas of Refuge. Areas for evacuation assistance shall comply with the
requirements of this Code and shall adjoin an accessible route complying with
Chapter 39.
Section 5-1.0.118. Deleting Section 1105.
Section 1 ] OS is deleted.
Section 5-1.0.119. Deleting Section 1106.
Section 1106 is deleted.
Section 5-].0.120. Deleting Tables 11-A, 11-B and ll-C.
Tables 11-A, 11-B and 71-C are deleted.
4R
Section 5-1.0.121. Amending Section 1202.
Section 1202 is amended to read:
Section 1202 -Light And Ventilation In Groups A, B, E, F, H,1, M And S
Occupancies
1202.1 Light. All enclosed portions of Groups A, B, E, F, H, I, M and S
Occupancies customarily occupied by human beings shall be provided with natural
light by means of exterior glazed openings with an area not less than one tenth of the
total floor area, shall be provided with artificial light as specified in Chapter 39, Title
1 I, Administrative Rules of the Department of Health, State of Hawaii. See Section
1003.2.9 for required exit illumination.
1202.2 Ventilation.
1202.2.1 General. Al] enclosed portions of Groups A, B, E, F, H, I, M and S
Occupancies customarily occupied by human beings shall be provided with natural
ventilation by means of openable exterior openings with an area not less than 1/20 of
the total floor area with a minimum area of 3 square feet, or shall be provided with a
mechanically operated ventilation system as specified in Chapter 39, Title 11,
Administrative Rules of the Department of Health, State of Hawaii.
Toilet rooms shall be provided with a fully openable exterior window with an area not
less than 3 square feet, a vertical duct not less than 100 square inches in area for the
first water closet plus 50 square inches additional area for each additional water closet,
or a mechanically operated exhaust system as specified in Chapter 39, title 11,
Administrative rules of the Department of Health, State of Hawaii.
For ventilation of hazardous vapors or fumes in Group H Occupancies, see Section
1202.2.3 and for Group S, Division 3 Occupancies, see Section 1202.2.7.
]202.2.2 Group B Occupancies. ]n all buildings classified as Group B Occupancies
or portions thereof where Class I, II, or Ill-A liquids are used, a mechanically operated
exhaust system as specified in Chapter 39, title 11, Administrative rules of the
Department of Health, State of Hawaii shall be provided.
1202.2.3 Group H Occupancies. Rooms, areas or spaces of Group H Occupancies
in which explosive, corrosive, combustible, flammable or highly toxic dusts, mists,
fumes, vapors or gases are or may be emitted due to the processing, use, handling or
storage of materials shall be mechanically ventilated as specified in Chapter 39, title
1 ] ,Administrative rules of the Department of Health, State of Hawaii, and as required
by the Fire Code.
A manual shutoff control for ventilation equipment required by this subsection shall
be provided outside the room adjacent to the principal access door to the room. The
switch shall be of the break-glass type and shall be labeled "Ventilation System
Emergency Shutoff."
]202.2.4 Group H, Division 4 Occupancies. In al] buildings classified as Group H,
Division 4 Occupancies used for the repair or handling of motor vehicles operating
49
under their own power, mechanical ventilation as specified in Chapter 39, title 11,
Administrative rules of the Department of Health, State of Hawaii, and as required by
the Fire Code, shall be provided.
1202.2.5 Group H, Division 6 Occupancies. In Group H, Division 6 Occupancies,
mechanical ventilation as specified in Chapter 39, title I I, Administrative rules of the
Department of Health, State of Hawaii, and as required by the Fire Code, shall be
provided.
Except for exhaust systems, at least one manually operated remote control switch that
will shut down the fabrication area ventilation system shall be installed at an approved
location outside the fabrication area.
1202.2.6 Group S Repair and Storage Garages and Aircraft Hangers. In Group
S, Division 3 repair garages, storage garages and in Division 5 aircraft hangars, the
mechanical ventilating system required by Section 1202.2.1 by be omitted when, in
the opinion of the building official, the building is supplied with unobstructed
openings to the outer air which are sufficient to provide the necessary ventilation.
1202.2.7 Group S Parking Garages. In Group S, Division 3 commercial parking
garages, other than open parking garages, used for storing or handling automobiles
operating under their own power and on loading platforms in bus terminals,
mechanical ventilation shall be provided as specified in Chapter 39, title 11,
Administrative rules of the Department of Health, State of Hawaii.
In Group S, Division 3 residential parking garages, other than open parking garages,
used for storing or handling automobiles capable of exhausting a minimum of 1.5
cubic feet per minute (cfm) per square foot of gross floor area. The building official
may approve an alternate ventilation system designed to exhaust a minimum of 14,000
cfm for each operating vehicle. Such system shall be based on the anticipated
instantaneous movement rate of vehicles, but not less than 2.5 percent (or one vehicle)
of the garage capacity. Automatic carbon monoxide-sensing devices may be
employed to modulate the ventilation system to maintain a maximum average
concentration of carbon monoxide of 50 parts per million during any eight-hour
period, with a maximum concentration not greater than 200 parts per million for a
period not exceeding one hour. Connecting offices, waiting rooms, ticket booths and
similar uses shall be supplied with conditioned air under positive pressure.
EXCEPTION: Mechanical ventilation need not be provided within a Group S,
Division 3 parking garage when openings complying with item 2 of Section 311.9.2.2
are provided.
Section 5-].0.122. Amending Section 1504.1.
Section 1504.1 is amended by adding an exception to read:
EXCEPTION: Aluminum roofing shall be approved as Class B roof, provided that an
automatic sprinkler system is installed throughout the building.
Section 5-1.0.123. Amending Section 1607.3.5.
Section 7607.3.5 i~~~ amended to read:
50
1607.3.5 Live Loads Posted. The uniform floor live load of industrial buildings,
storage area;, and portions of structures with uniform live load over 100 psf shall have
such designed live loads conspicuously posted by the owner in that part of each story
in which they apply, using durable metal signs. It shall be unlawful to remove or
deface such notices. The occupant of the building shall be responsible for keeping the
actual load below the allowable limits.
Section 5-1.0.124. Amending Section 1612.2.1 (Chap. 16, Div. 1 -Volume 2).
Section 1612.2.1 Basic load combinations. (from Section 1612 -Combinations of Loads) is
amended by deleting exception 2.
Section 5-1.0.125. Amending Section 1629.3 (Chap. 16, Div. IV -Volume 2).
Section 1629.3 is amended by amending the first paragraph to read as follows:
1629.3 Site Geology and Soil Characteristics. Each site shall be assigned a soil
profile type based on properly substantiated geotechnical data using the site
categorization procedure set forth in Division VI, Section 1636 and Table 16-J.
Where site specific data are not available to a dept of 100 feet, appropriate soil
properties are permitted to be estimated by the licensed design professional preparing
the soils report based on known geologic conditions.
Section 5-1.0.126. Amending Sections 1628, 1629, and 1629.4.2 (Chapter 16,
Div. IV -Volume 2).
Section 1628 Symbols and Notations for N~ and N,. is amended as follows:
Section 1628 Symbols and Notations.
No =near-source factor used in the determination of Cd in Seismic Zone 4 as set
forth in Figure 16-2(2).
N„ =near-source factor used in the determination of C~ in Seismic Zone 4as set
forth in Figure 16-2(3).
Section 1629.3.1 Soil profile type is amended to read:
1629.3.1 Soil Profile Type. Soil Profile types Sg, S~, Sp, alld Sg, are defined in
Table 16-J and Soil Profile Type Sp is defined as soils requiring site-specific
evaluation as follows:
1. Soils vulnerable to potential failure or collapse under seismic loading, such
as liquefiable soils, quick and highly sensitive clays, and collapsible
weakly cemented soils.
2. Peaty and/or highly organic clays, where the thickness of peat or highly
organic clay exceeds 10 feet (3048 mm).
3. Vr_ry high plasticity clays with a plasticity index, PI > 75, where the depth
of clay exceeds 25 feet (7620 mm).
51
4. Nery thick sofr/medium stiff clays, where the depth of clay exceeds 120
feet (3657( mm).
Section 1629.4.2 Seismic Zone 4near-source factor is amended to read:
1629.4.2 Seismic Zooe 4Near-Source Factor. In Seismic Zone 4, each site shall be
assigned near-source factors N, and N~ in accordance with Figures ]6-2(2) and 16-
2(3), respectively. The value of NT used to determine Cd need not exceed 13 for
structures complying with all the following conditions:
I. The soil profile type is Sg S~ Or Sp
2. p = 1.0
3. Except in single-story structures, Group R, Division 3 and Group U,
Division 1 Occupancies, moment frame systems designated as part of the
lateral-force-resisting system shall be special moment-resisting frames.
4. The exceptions to Section 2213.7.5 shall not apply, except for columns in
one-story buildings or columns at the top story of multistory buildings.
5. None of the following structural irregularities is present: Type 1, 4 or 5 of
Table 16-L, and Type 1 or 4 of Table 16-M.
52
~ ,x ---t.,,T't-
{ 2or _ _ . f~l
~ ,
y-
_ ~
4.
1 \ _ ~ ° ~ 41~
~ f y
~ l s ~ 4. _ ~ t t ~ y~- i~ f ~ ~ TWO o
~ I" ~ h ~ ~ ~1 i. J
s, _
11~ ~yy a~//~ t~ f n /i 1~~ ~ / ~ t 1
1
s ~ ~ - r ~
~ ~ ~ ~ r , ~ - _ X31
ti a~ su / ~ i 1 t- '"j// / ~ ~
/7 I
'te ~x,~i ~ ) ti--~r
{ U a~, _ j -~:t`~V~~ Jam.
~ j R~~aaos~~~~~~~ e,~
w .r..w
_ a ~
e. ~ )7
v r r t ~~.~y,.~ ~ ~y
iSliHb3 w®~'~
FIGURE 16-2 (1) -SEISMIC ZONE MAP OF THE UNITED STATES
53
KAWAIHAE 0.77
0 85
~ 20
ro HILO
S
7
0
5
KAILUA
1a
15 19
20 0 20 40 Miles
157 156 155 15q°
FIGURE 16-2 (2) HAWAII COUNTY MAP OF NEAR SOURCE FACTOR Na
Mapped by Dept. of Defense, State of Hawaii based on data from U.S. Geological Survey, 2002
Notes:
1. Linear interpolation between Na contours is permitted.
2. Na has a constant value of 1.3 within the l3 contour.
3. The maximum value of Na is 1.8, and is a constant value within the 1.8 contour.
4. County district boundaries are shown for reference.
54
0.53
KAWAIHAE
7'' H ILO
1.0 20
~0
KAILUA
2~ o
19
4
1
1~
0~~
20 0 20 40 Miles
157 156 155 154
FIGURE 16-2 (3) HAWAII COUNTY MAP OF NEAR SOURCE FACTOR N~
Mapped by Dept. of Defense, State of Hawaii based on data from U.S. Geological Survey, 2002
Notes.
1. Linear interpolation between Nv contours is permitted.
2. Nv has a constant value of 1.5 within the ] .5 contour.
3. The maximum value of Nv is 2.0, and is a constant value within the 2.0 contour.
4. County district boundaries are shown for reference.
55
TABLE 16-J -SOIL PROFILE TYPES
AVERAGE SOIL PROPERTIES FOR TOP 100 FEET (30480 mm) OF SOIL PROFILE
SOIL SOIL PROFILE NAME
PROFILE GENERIC' Shear Wave Velocity, Standard Penetration Test N [or NCH for Undrained Shear
TYPE DESCRIPTION Vy. feet/second (m/s) cohesionless soil layers] (flows/foot) Strength, Su psf (kPa)
SB Rock 2,500 to 5,000
(760 to 1,500)
Sc Very Dense Sail and 1,200 to 2,500 50 >2,000
Soft Rock (360 to 760) (100)
Stiff Soil ProFlc 600 to 1,200 1,000 to 2,000
So (180 to 360) I S to 50 (50 [0 100
S~ ~ Soft Soil Protle <600
(I 80) ~ 15 <l ,000 (50)
St Soil Requiring Site-specific Evaluation See Section 1629.3.1
~ Soil Profile Type Sr also includes any soil profile with more than 10 feet (3048 mm) of soft clay defined
as a soil with plas7icity index, P/> 2Q w,n~?
40% and s„ < 500 psf (24 kPa). The Plasticity Index, P/, and
[he moisture content, w,,,~, shall be determined in accordance with approved national standards.
TABLE 16-Q -SEISMIC COEFFICIENT CQ
SOIL PROFILE, SEISMIC ZONE FACTOR, Z
TYPE
Z=0.0?5 Z=0.15 Z=0.2 Z=0.3 Z=0.4
ga 0.08 0.15 0.20 0.30 0.40Na
S~ 0.09 0.18 0.24 0.33 0.40No
So 0.12 0.22 0.28 0.36 0.44No
SE 0.19 0.30 0.34 0.36 0.36No
Sr See Foomotc I
~ Site-specific geotechnical investigation and dynamic site response analysis shall be performed to
determine seismic coefficients for Soil Profile Type Sr
TABLE l6-R -SEISMIC COEFFICIENT CP
SOIL PROFILE SEISMIC ZONE FACTOR, Z
TYPE
Z=0.075 Z=0.15 Z=0.2 Z=0.3 Z=0.4
Sa 0.08 0.15 0.20 0.30 0.40Nv
S~ 0.13 0.25 0.32 0.45 0.56Nv
So 0.18 0.32 0.40 0.54 0.64Nv
St 0.26 0.50 0.64 QR4 0.96Nv
S,. See Footnote I
~ Site-specific geotechnical investigation and dynamic site response analysis shall be performed to
determine seismic coefficients for Soil Profile Type Sr
56
Section 5-1.0.127. Amending Sections 1629.8.2 and 1630.2.3 (Chapter 16, Div. N
Volume 2).
Section 1629.8.2 Simplified Statio, is amended to read:
1629.8.2 Simplified Static. The simplified static lateral-force procedure set forth in
Section 1630.2.3 may be used for Occupancy Category 4 or 5 structures that satisfy
the following conditions:
1. The soil profile defined in Table 16-J and Section 1636, shall not be Sr or
S F.
2. Structure shall not exceed three stories in height above grade.
3. Seismic-force resisting system shall be either a Bearing Wal] System or
Building Frame System, as indicated in Table 16-N, excluding Steel
Eccentrically Braced Frames.
4. The structure shall have at least two lines of lateral resistance in each of
two major axis directions.
5. At least one line of resistance shall be provided on each side of the center
of mass in each direction.
6. The sum of the strengths of the lines of resistance on each side of the
center of mass shall equal at least 40% of the story shear.
7. For buildings with a diaphragm that is not flexible, the distance between
the center of rigidity and the center of mass parallel to each major axis
shall not exceed 15% of the greatest width of the diaphragm parallel to that
axis.
8. Lines of resistance of the lateral force-resisting system shall be oriented at
angles of no more than 15° from alignment with the major orthogonal
horizontal axes of the building.
9. The simplified design procedure shall be used for each major orthogonal
horizontal axis direction of the building.
10. System irregularities caused by in-plane or out-of-plane offsets of lateral
force-resisting elements, as defined in Table 16-L Type 4 and Table 16-M
Type 4, shall not be permitted.
1 1. The lateral-load-resistance of any story shall not be less than 80% of the
story above.
12. A combination of different structural systems shall not be utilized to resist
lateral forces in the same direction. Seismic-force-resisting systems are
only permitted to differ between the two major horizontal axes of the
su ucture, provided that systems shall not be vertically combined from story
57
to story. Penthouses and other rooftop-supported structures weighing less
fhan 25% of the roof level need not be considered a story. The systems
utilized for the penthouse or other rooftop-supported structures may differ
from those of the supporting structure below, and the value of R used for
combinations of different systems shall not be greater than the least value
of any of the systems utilized in the same direction.
Section 1630.2.3 Simplified design base shear is amended to read:
1630.2.3 Simplified Static Lateral-Force Procedure.
1630.2.3.1 General. Building structures conforming to the requirements of Section
1629.8.2 ma,y be designed using this procedure.
1630.2.3.2 13ase shear. The total design base shear in a given direction shall be
determined from the following formula:
~ _ 1.25Nu W
R X30-11)
where the Near-Source Factor, Na, determined in accordance with Section 1629.4.2
and Figure 16-2(2), need not exceed 1.3.
1630.2.3.3 Vertical distribution. The forces at each level shall be calculated using
the following formula: rr~~ 7~ ~
1.G 51 V n
R
where Wx =the portion of the effective seismic weigh[ of the structure, W at level X.
1630.2.3.4 Horizontal Shear Distribution. The seismic design story shear in any
story, Ux ,shall be determined from the following equation:
n
yr = ~ F;
(30-12b)
i=a
where F, =the portion of the seismic base shear, V induced at Level, i.
1630.2.3.5 Flexible Diaphragm Structures. Diaphragms constructed of untopped
steel decking, wood structural panels or similar light-frame construction may be
considered flexible. The seismic design story shear in stories of structures with
flexible diaphragms shall be distributed [o the vertical elements of the lateral force
resisting system using tributary area rules. Two-dimensional analysis shall be
permitted where diaphragms are flexible.
58
1630.2.3.6 (Structures with Diaphragms that are not Flexible. For structures with
diaphragms that are not flexible, the seismic design story shear, ux, shall be
distributed to the various vertical elements of the seismic-force-resisting system in the
story under consideration based on the relative lateral stiffnesses of the vertical
elements and the diaphragm.
1630.2.3.7 'Corsion. The design of structures with diaphragms that are not flexible
shall include the torsional moment, M~ resulting from eccentric location of the
masses.
1630.2.3.8 Overturning. The structure shall be designed to resist overturning effects
caused by the seismic forces determined in Section 1630.2.3.3. At any story, the
increment of overturning moment in the story under consideration shall be distributed
to the various vertical force-resisting elements in the same proportion as the
distribution of the horizontal shears to those elements. The overturning moments a[
Level x, shall be determined from the following equation:
n
M = ~ F,(h,- hr)
=x
where: F; =the portion of the seismic base shear, V, induced at Level t, h, and hz =
the height from the base to Level i or x. The foundations of structures shall be
designed for 75% of the foundation overturning design moment, IVIf at the
foundation-soil interface.
1630.2.3.9 Ties and continuity. All parts of a structure shall be interconnected and
the connections shall be capable of transmitting the seismic force induced by the parts
being connected. As a minimum, any smaller portion of the building shall be tied to
the remainder of the building with elements having at least a strength to resist 0.2 Na
times the weight of the smaller portion.
A positive connection for resisting a horizontal force acting parallel to the member
shall be provided for each beam, girder or truss. This force shall not be less than 5
percent of the dead plus live load.
1630.2.3.]0 Applicability. Sections 1630.1.2, 1630.1.3, 1630.2.], 1630.2.2, 1630.4,
1630.5, 1630.6, 1630.7, 1630.8, 1630.9, 1630.10, 1631, and 1633.2.5 shall not apply
when using the simplified procedure.
In Section 1630. I. I, the value of Reliability/Redundancy Factor, r, used in Formula
(30-])shall be permitted to be taken equal to 1.0. Ev shall be equal to ~.2 N° D for
load combinations in which the gravity effect may be additive or counteractive to the
seismic loads.
In Section 1630.11, horizontal cantilever components shall be designed for a net
upward force of ~.2 Wp.
59
Where used, the Maximum Inelastic Response Displacement, OM shall be taken equal
to 0.01 times the story height of all stories.
In Section 1632.2, Formula (32-1) shall read F,, = l .6 Nd Wp .Formula (32-2)
shall read Fp = (0.4 ap Na (l + 3 hx / hr) / Rp) Wp . Fp shall not be less
than ~.2g Na Wp, and need not be greater than 1.6 Na Wp.
In Section ] 633.2.9, Formula (33-1) shall read Fpx = (1.25 Na / R) Wpx .The force
~px need not exceed 0.5 N~ Wpx ,but shall not be less than 0.25 Na Wpx .
In Section ] 633.1, the design seismic forces are permitted to be applied separately in
each orthogonal direction and the combination of effects from the two directions need
not be considered. Reversal of load shall be considered.
Section 5-1.0.128. Amending Section 1629.8.2 (Chap. l6, Div. N -Volume 2).
Section 1629.8.2 Simplified Static, is amended by deleting item 2.
Section 5-1.0.129. Amending Table 16-C.
Table 16-Cis amended by amending item 5 in the left hand column to read:
Greenhouses and agricultural buildings, not including lath houses.
Section 5-].0.130. Amending Section 1701.1.
Section 1701.1 is amended to read:
1701.1 General. In addition to the inspections required by Section 108, the owner
shall employ one or more special inspectors independent of the contractors performing
the work. The special inspector shall provide inspections during construction on the
types of work listed under Section 1701.5.
EXCEPTIONS:
1. The building official may waive the requirement for the
employment of a special inspector if the construction is of a
minor nature.
2. The employment of a special inspector shall not be required
for construction work for any government agency that provides
for its own inspections.
Section 5-].0.131. Amending Section 1701.2.
Section 1701.2 is amended to read:
1701.2 Special Inspector. The special inspector shall be a qualified person who shall
demonstrate competence, to the satisfaction of the building official, for inspection of
the particular type of construction or operation requiring special inspection. The
60
building official may impose reasonable fees to cover the cost to conduct
examinations in licensing of special inspectors and issue registration cards.
Section 5-1.0.132. Amending Section 1701.3.
Section 1701.3 is amended by amending the second paragraph [o read:
The special inspector shall furnish inspection reports to the owner, the engineer or
architect of record, and other owner-designated persons. All discrepancies shall be
brought to the immediate attention of the contractor for correction, then, if
uncorrected, to the proper design authority and to the building official.
Section 5-1.0.133. Amending Section 1701.7.
Section 1701.7 is amended [o read:
1701.7 Approved Fabricators. Special inspections required by this section and
elsewhere in this code shall not be required where the work is done on the premises of
a fabricator approved by the building official to perform such work without special
inspection. The approval shall be subject to revocation by the building official if it is
found that any work done pursuant to the approval is in violation of this code.
Section 5-1.0.134. Deleting Section 1704.
Section 1704 is deleted in its entirety.
Section 5-1.0.135. Amending Section 180L1.
Section ] 801.1 is amended by amending the second paragraph to read:
Reference is made to Chapter 10 Erosion and Sedimentation Control, Hawaii
County Code, for requirements governing excavation, grading, and earthwork
construction, including fills and embankments.
Section 5-1.0.]36. Deleting Section 1803.
Section 1 R03 is deleted in its entirety.
Section 5-1.0.137. Amending Section 1807.3.
Section 1807.3 is amended to read:
1507.3 Determination of Allowable Loads. The allowable axial and lateral loads on
piles shall be determined by an approved formula, by load tests, or by a foundation
investigation,
A static load test shall be made on at least one pile when the allowable axial load for a
single pile exceeds 40 tons. Where the allowable axial load for a single pile is 40 tons
or less, static load tests shall be made upon request by the building official.
EXCEPTION: The load test may be waived by the building official if substantiated
by the soils report.
Section 5-1.0.]38. Deleting Sections 1815 -1519 (Chap. 18, Div III -Volume 2).
Sections 1815 -1819 is deleted in its entirety.
61
Section 5-1.0.139. Amending Section 2106.1.1 (Volume 2).
Section 2106.1.1 is amended to read:
2106.1.1 Scope. The design of masonry structures shall comply with the working
stress design provisions of Section 2107, or the strength design provisions of Section
2108 or the prescriptive masonry construction provisions of Appendix Chapter 21,
Section 2112, and with the provisions of this section. Unless otherwise stated, all
calculations shall be made using or based on specific dimensions.
Section 5-1.0.140. Amending Section 2109.].
Section 2109.1 is amended by adding a second paragraph to the end thereof to read:
Appendix Chapter 21 is by reference incorporated herein and made a part of this
code.
Section 5-1.0.141. Amending Table No. 24-A -Mortar Proportions For Unit
Masonry.
Table No. 24-A is amended by adding a superscript "4" after the word "Masonry" in the
table heading, and a footnote is added to read:
°Admixtures approved by the building official may be added to the mortar.
Section 5-1.0.142. Amending Sections 2306.2 through 2306.13.
Sections 2306.2 through 2306.13 are amended to read as follows:
2306.2 Termite Barriers. Where the plates, sills and/or structural lumber of new
wood frame buildings are supported by:
1. A concrete slab which is in contact with the ground, the slab must be
protected f}om [he soil beneath by either:
L I Chemical treatment applied at the maximum label rates by an
operator licensed to control ground termites, or
1.2 Approved Basaltic Termite Barrier (BTB) installed beneath every
portion of the slab in a substrate at ]east 4 inches in thickness, or
1.3 Stainless steel termite barrier mesh as approved by the building
official, or
].4 A termite resistant concrete slab system including protection of al]
cracks, joints and penetrations, including tub and shower blockouts,
by permanent physical barriers, as approved by the building official,
or
1.5 Other termite protective systems as approved by the building official.
The perimeter of the structure must be protected by either:
62
] .6 A continuous chemical barrier applied, at the maximum label rates
by an operator licensed to control ground termites, to the finished
grade in a band extending at least 12 inches beyond the concrete, or
1.7 A continuous barrier of BTB at least 4 inches in thickness extending
at least 6 inches beyond the concrete slab.
2. A poured-in-place concrete foundation wall, the foundation wall must be
protected f rom the soil adjacent by either:
2.1 A continuous chemical barrier applied at the maximum label rates,
by an operator licensed to control ground termites, to the backfill in
12-inch lifts in a band extending at least 12 inches beyond the
concrete, or
2.2 A continuous barrier of BTB at least 6 inches in thickness extending
the full height of the retained soil, or
2.3 An approved stainless steel termite barrier mesh must protect all
cracks.
3. A CMU foundation wall, the foundation wall must be protected from the
soil adjacent by either:
3.1 A continuous barrier of BTB at least 6 inches in thickness extending
the full height of the retained soil, or
3.2 An approved stainless steel termite barrier mesh between the top of
the CMU and all wood framing, or
3.3 A continuous cap of reinforced concrete at least 4 inches thickness
between the top of the CMU and all wood framing.
4. Post and pier foundation, the post must be protected from the soil adjacent
by either:
4.1 Chemical treatment applied at the maximum label rates by an
operator licensed to control ground termites, or
4.2 Stainless steel termite barrier mesh as approved by the building
official, or
4.3 Other termite protective systems as approved by the building
official.
EXCEPTION: When a CMU foundation wall forms a retaining wall which is part of a
wood frame structure, the CMU must be protected from the soil by a full barrier of
BTB or stainless steel termite barrier.
2306.3 Structural Lumber
63
1. All structural ]umber, including plywood, posts, girders, beams, rafrers,
joists, trusses, studs, plates, sills, sleepers, roof and floor sheathing,
flooring, headers, etc., on new wood-frame buildings and additions shall
be:
1.] Treat accordance with AWPA Standards C1, C2, and C9 for
ACZA, ACQ, or CCA, all marked or branded by an approving
agency. Incising is not required, providing that the retention and
penetration requirements of these standards are met; or
1.2 Treated in accordance with AWPA Standards C031-98 and C-9 for
disodium octaborate tetrahydrate (DOT), amended as follows:
retention shall be not less than 0.28 pcf B2O, (0.42 pcf DOT) for
exposure to Formosan termites, all marked or branded by an
approving agency. Incising is not required, providing that the
retention and penetration requirements of these standards are met.
All such lumber shall be protected from direct weather exposure
and separated from concrete by a durable moisture barrier; or
].3 For structural glued-laminated members made up of dimensional
lumber, engineered wood products, or structural composite lumber,
treated in accordance with paragraphs 1.1 or 1.2 above, with AWP
C28 and C33, or as approved by the building official.
2. Treatment shall include the following:
2.1 A quality control inspection program which meets or exceeds the
current requirements of AWPA Standards M2 and M3;
2.2 Inspection and testing for [he treatment standards as adopted by
this code shall be by an independent agency approved by the
building official, accredited by the American Lumber Standards
Committee (ALSC) and contracted by the treating company;
2.3 Submission of quarterly reports to the building official by the
independent testing agency, transmitting the results of all
inspections and tests and confirming conformance with standards
established by the building official.
?.4 Field protection of all cut surfaces with a preservative which shall
be applied in accordance with AWPA Standard M-4; and
:?.5 Labeling of all structural ]umber 2 inches or greater nominal
thickness, and all plywood, with the following information
provided on each piece in a permanent ink stamp on one face or on
a durable tag permanently fastened to both ends:
2.5.1 Name of treating facility;
2.5.2 Type of preservative;
64
2.5.3 AWPA use category;
2.5.4 Quality mark of third party inspection agency;
2.5.5 Retention/penetration minimum requirements; and
2.5.6 Year of treatment.
2.6 All lumber less than 2 inches in nominal thickness, other than
plywood, shall be identified per bundle by means of a label
consisting of the above requirements. Labels measuring no less
than 6 inches by 8 inches shall be placed on the lower left corner of
the strapped bundle.
2306.4 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.
2306.5 Wood in Ground Contact.
1. Wood supporting permanent structures which is in direct soil contact or is
embedded in concrete or masonry in direct contact with earth shall be
treated to AWPA Standards C-22, C-23 or C-24.
2. Wood in direct soil contact but not supporting permanent structures shall
be treated to AWPA Standards C-2 or C-9 for ground-contact.
2306.6 Retaining Walls. Wood in retaining or crib walls shall be treated t AWPA
Standard C-22.
2306.7 Wood and F,arth Separation. Where wood is used with less than 6-inch
vertical sepaf~ation from earth (finish grade), it shall be treated for ground-contact 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. Flashing shall be
installed when the air space is less than 6 inches (152 mm) in width. Where 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 conforming to the
provisions of Section 2310.
2306.8 Under-floor Clearance for Access and Inspee6on. Minimum clearance
between the bottom of floor joists or bottom of floors without joist and the ground
beneath shall be 24inches; the minimum clearance between the bottom of girders and
the ground beneath shall be 18 inches.
EXCEPTION: One slat wood decks shall have ground clearance of at least 6 inches
for any wood member.
65
Accessible under-floor areas shall be provided with a minimum 14-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.
2306.9 Under-Floor Ventilation. Under-floor areas shall be ventilated by an
approved mechanical means or by openings into [he under-floor area walls. Such
openings shall have a net area of not less than 1 square foot for each 150 square feet
(0.067 m~ for each 10 m~) of under-floor area. Openings shall be located as close to
corners as practical and shall provide cross ventilation. The required area of such
openings shall be approximately equally distributed along the length of at least two
opposite sides. They shall be covered with corrosion-resistant wire mesh with mesh
openings of/a-inch (6.4 mm) in dimension.
2306.10 Weather Exposure. All portions of timbers (Over 5-inch nominal width)
and glued-laminated timbers that form the structural supports of a building or other
structure shall be protected by a roof, eave overhangs, flashing, or similar covering.
All wood or wood composite panels, in weather-exposed applications, shall be of
exterior type..
2306.11 Water Splash. Where wood-frame walls and partitions are covered on the
interior with plaster, file or similar materials and are subject to water splash, the
framing shall be protected with approved waterproof paper conforming to Section
1402.1
2306.12 Pipe and Other Penetrations. Insulation 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 contract with earth, shall be filled with
non-shrink grout, BTB, or other approved physical barrier.
Section 5-1.0.]43. Amending Section 2320.4.1. (Volume 2).
Section 2320.4.1 is amended to read as follows:
2320.4.1 Braced wall lines. Where the basic wind speed is less than 80 miles per
hour (mph)(129 km/h), building shall be provided with exterior and interior braced
wall lines. Spacing shall not exceed 34 feet (]0 363 mm) on center in both the
longitudinal and transverse directions in each story.
Section 5-1.0.144. Amending Section 2320.4.2 (Volume 2).
Section 2320.4.2 is amended to read as follows:
2320.4.2 Braccd wall lines for high wind. Where the basic wind speed is 80 mph
(129 km/h) or greater, buildings shall be provided with exterior and interior braced
wall lines. Spacing shall not exceed 25 feet (7620 mm) on center in both the
longitudinal and transverse directions in each story.
Section 5-1.0.]45. Amending Section 2320.9.3.
Section 2320.9.3 i, amended by adding the following last paragraph to read:
66
Where exposed spaced plank flooring is used for decks, stairs, or ramps the maximum
spacing between planks shall be not more than '/~-inch at the time of inspection.
Section 5-1.0.146. Adding Appendix Chapter 23 (Volume 1).
Appendix Chapter 23, Section 2372 ("General") is by reference incorporated herein and
made apart of this code. Alternate methods of construction or deviations to this Chapter 23
shall be designed by an engineer or architect licensed by the State.
Section 5-1.0.147. Amending Appendix Chapter 23 (Volume 2).
Appendix Chapter 23 is amended by adding Section 2338 to read:
Section 2338 -Walls Without Studs
2338.] General. For Type V buildings, single wall construction without studs may
be used in accordance with this section and Section 2320.1 for repairs or additions to
existing buildings of single wall construction.
2338.2 Single Wall Construction. Single wall construction is considered to be
wooded walls of T&G boards that would resist both vertical and lateral loads. For
new Type VN buildings, single wall construction may be used when designed by a
structural engineer or architect licensed in the State.
2338.3 Existing Single Wall Construction Buildings. Existing Type VN buildings
of single wall construction may be repaired or altered with materials a specified in
Section 2338.3 when the valuation of the work involved does not exceed 50% of the
replacement value of the entire buildings.
2338.4 Boards of Single Wall Construction.
(I) One and One-Eight-inch Boards. Single wall construction with boards of
1- I /R-inch net thickness are not required to have girls.
(2) One-Inch Boards. Where single wall construction is with boards of one-
inch net thickness, no girt is required provided approved stiffeners for any
section of such wall are spaced not more than 10 feet along that wall.
(3) Three-Fourths-Inch Boards. Single wall construction with boards'/a-inch
net thickness shall have girls and cross partitions at least every 30 feet.
(4) Eleven-Sixteenths-inch Boards. Single wall construction with boards of
I ]/16-inch net thickness shall be limited to the following conditions: (A)
the span between load bearing walls shall noC exceed 24 feet; (B) the dead
load on such walls shall not exceed I50 pounds per lineal foot; (C) girl
shall be provided; (D) there shall be approved stiffeners at least every 10
feet along such wall; and (E) any openings in such walls for windows and
doors shall have fill-height jambs or studs where the girt in no[ continuous.
G7
2338.5 Approved Stiffeners. Approved stiffeners shall be studs at least 2 inches by
4 inches, full-height window or door jambs, posts, walls or partitions at right angle to
the section of wall under consideration.
2338.6 Girts. Girts for single wall construction shall be not less than 2-inch-by-6-
inch belt course or other approved strengthening about midheight between the floor
and the ceiling on all exterior walls.
Section 5-1.0.148. Amending Appendix Table A-23-B.
Appendix Table A-23-B (Volume 1) is amended by amending the following:
(1) Revise LOCATION heading to read: LOCATION
(2) P~dd footnote 3 to read:
'All rafters not tied directly to a stud (rafter between primary wind hold-
down straps) shall be tied to the exterior plate with an approved connector
and shall be toe nailed to the plate with three 8d common or box nails.
Section 5-1.0.149. Amending Section 2405.
Section 2405 is amended to read:
Section 2405 -Louvered Windows And Jalousie
Regular plate, sheet or patterned glass in jalousies and louvered windows shall be no
thinner than nominal 7/32 -inch and no longer than 36 inches. When other glass
types are used, design shall be submitted to the building official for approval.
Exposed glass edges shall be smooth. Wired glass with wire exposed on longitudinal
edges shall not be used in jalousies or louvered windows.
Section 5-1.0.150. Amending Section 2406.2.
Section 2406.2 is amended by adding a third paragraph to read as follows:
Safety glazing material cut locally shall not be used in construction except when
proper identification of the safety glazing material is made and a statement from the
installer stating that safety glazing material has been used in the installation is
submitted and approved by the building official.
Section 5-1.0.151. Amending Section 2602.4.
Section 2602.4 is amended by amending exception 2 to read:
2. For walk-in coolers and freezer units having an aggregate floor area less than
S00 se~uare feet.
Section 5-].0.152. Deleting Sections 2902 and 2903.
Section 2902 and '1.903 are deleted.
68
Section 5-1.0.153. Deleting Chapter 30.
Chapter 30 is deleted in its entirety.
Section 5-1.0.154. Adding Appendix Chapter 31, Division III.
Appendix Chapter 31, Division III (Patio Covers) is by reference incorporated herein and
made a part of this code.
Section 5-1.0.155. Deleting Section 3202.
Section 3202 is deleted in its entirety.
Section 5-1.0.156. Deleting Section 3203.
Section 3203 is deleted in its entirety.
Section 5-1.0.157. Amending Section 3204.
Section 3204 is amended to read:
Section 3204 -Balconies, Sun-Control Devices And Appendages
Roof eaves, cornices, sun-control devices, belt courses, and appendages such as water
tables, sills, capitals, bases, and architectural projections which cannot be occupied or
used may project over the public street of the building site a distance as determined by
the clearance of the lowest point of the projection above the grade immediately below,
as follows:
Clearance above grade less than 8 feet-No projection is permitted.
Clearance above grade over 8 feet- One inch of projection is permitted for each
additional inch of clearance provided that no such projection shall exceed a
distance of 4 feet.
Roof eaves shall be sloped to downspouts and/or gutters leading back to the building
which shall conduct any drainage under the sidewalk area through the curb to the
street gutter.
Section 5-1.0.158. Amending Section 3205.
Section 3205 is amended to read:
Section 3205 -Marquees
3205.1 General. For the purpose of this section, a marquee shall include any object or
decoration attached to or a part of said marquee, except a signs.
3205.2 Projection and Clearance. The marquee shall project not more than three
fourths of the distance from the property line to the face of the curb by in no case
reach within 2 feet 6 inches of the face of the curb.
There shall be a minimum of 8 feet vertical clearance between the lowest point of any
marquee to the sidewalk below.
69
3205.3 Construction. A marquee shall be supported entirely from the building and
shall be constructed entirely of noncombustible materials.
EXCEPTION: Drop-roll curtains of canvas may be suspended below the exterior
periphery, provided a minimum clearance of 7 feet from the sidewa]k below is
maintained.
3205,4 Roof Construction. The roof or any part [hereof may be a skylight, provided
glass skylights are of laminated or wired glass complying with Chapter 34. Plastic
skylights shall comply with Section 5207.
Every roof and skylight of a marquee shall be sloped to downspouts which shall
conduct any drainage from the marquee under the sidewalk to the curb.
3205.5 Location Prohibited. Every marquee shall be so located as not [o interfere
with the operation of any exterior standpipe or to obstruct the clear passage of the
stairways or exits from the building or exits from the building or the installation or
maintenance of street lighting.
3205.6 Thickness. The maximum height or thickness of a marquee measured
vertically from its lowest to its highest point shall not exceed 3 feet.
Section 5-1.0.159. Amending Section 3206.2.
Section 3206.2 is amended to read:
3206.2 Construction. Awning shall have noncombustible frames must may have
combustible coverings, provided that flame retardant membrane conforming to UBC
Standard 31-1 may be used. Every awning shall be collapsible, retractable or capable
of being folded against [he face of the supporting building. When collapsed, retracted
or folded, the design shall be such that the awning does not block any requited exit.
EXCEPTIONS:
1. A fixed awning not more than 10 feet in length may be erected
over a doorway to the building.
2. Fixed awnings at the first floor projecting not more than 6 feet
from the face of the building may be erected over windows
along the street.
Section 5-1.0.]60. Amending Section 3206.3.
Section 3206.3 is amended to read:
3206.3 Projection. Awnings may extend over public property not more than 7 feet
(2134 mm) from the face of a supporting building, buC no portion shall extend nearer
than 2 feet 6 inches (763 mm) to the face of the nearest curb line measured
horizontally. In no case shall the awning extend over public property greater than two
thirds of the distance from the property line to the nearest curb in front of the building
site.
70
Section 5-].0.161. Amending Section 3207.
Section 3207 is amended to read:
Section 3207 -Doors
No doors, either fully opened or when opening, shall project beyond the property line.
Section 5-1.0.162. Amending Section 3301.1.
Section 3301.1 is amended by amending the seventh paragraph to read:
Reference is made to Chapter 10 Erosion & Sedimentation Control, Hawaii County
Code, for requirements governing excavation, grading, and earthwork construction,
including fills and embankment.
Section 5-1.0.163. Amending Section 3301.2.
Section 3301.2 is amended as follows:
(a) Ety interchanging the order of the second and the third paragraphs.
(b) Ety adding the fourth paragraph to the end thereof to read:
T'he owner and contractor doing the excavation or fill shall be responsible
to implement safety measures, [o include but not limited to safety nets,
retaining walls or fences, and berms or trenches, to prevent falling rocks,
boulders, soil, debris and other dangerous objects from falling, sliding or
flowing onto adjoining properties, streets or natural watercourses, or
otherwise causing
injury or damage to persons or property.
Section 5-1.0.164. Amending Section 3303.1.
Section 3303.1 is amended by amending the paragraph immediately preceding the last
paragraph to read:
Any material or structure temporarily occupying public property, including fences and
walkways, which creates a hazard [o the public shall be adequately lighted between
sunset and sunrise.
Section 5-1.0.165. Amending Section 3303.3.
Section 3303.3 is amended to read:
3303.3 Storage on Public Property. Material and equipment necessary for work to
be done under a permit shall not be placed or stored on public property so as to
obstruct free and convenient approach to and use of any fire hydrant, fire or police
alarm box, utility box, catch basin or manhole, or so as to interfere with the free flow
of water in any street or alley gutter, without permission from the agency having
jurisdiction.
Section 5-7.0.]66. Amending Section 3303.5.
Section 3303.5 is amended to read:
71
3303.5 Protection of Utilities. An adequate protective frame and boarding shall be
built about every street lamp, utility box, fire or police alarm box, fire hydrant, catch
basin, or manhole that may be damaged by any work being done under the permit.
This protection shall be maintained while such work is being done and shall not
obstruct the normal functioning of the device.
Section 5-1.0.167. Amending Section 3303.6.
Section 3303.6 is amended to read:
3303.6 Walkway. A walkway not less than 4 feet wide or, when the existing
sidewalk is less than 4 feet wide, not less than the width of existing sidewalk, shall be
maintained on the sidewalk in front of the building site during construction, alteration
or demolition unless the public agency having jurisdiction authorizes the sidewalk to
be fenced ~rnd closed. Adequate signs and railing shall be provided to direct
pedestrian traffic. Railings shall be provided when required by Section 3303.7.
The walkway shall be capable of supporting a uniform live load of ]50 pounds per
square foot.
Section 5-1.0.168. Amending Section 3303.7.
Section 3303.7 is amended to read:
3303.7 Pedestrian Protection.
3303.7.1 Protection Required. Pedestrian traffic shall be protected by a railing on
the street side when the walkway extends into the roadway, by a railing adjacent to
excavations, by a fence or barrier to prevent entry of unauthorized persons if there is
an exposure to dangerous conditions, and by a sidewalk canopy when the general
public is exposed to any foreseeable danger from falling objects as set forth in Table
33-A. The ~~onstmction of such protective devices shall be in accordance with the
provisions of this chapter. In all cases, proper and reasonable devices shall be
provided to eliminate hazards to the public.
3303.7.2 Railings. Railings shall be substantially built and when of wood shall be
constructed of new materials having a nominal size of at least 2 inches by 4 inches.
Railings shall be at least 3 feet 6 inches in height and when adjacent [o excavations
shall be provided with a midrail.
3303.7.3 Fences. Fences shall be not less than 6 feet in height above grade, and be
placed on the side of the sidewalk nearest to the building site. Fences shall extend
the entire length of the building site where practical and each end shall be
returned to the building line.
Openings in such fences shall be protected by doors which normally are kept
closed.
3303.7.4 Canopies. The protective canopy shall have a clear height of 8 feet above
the walkway. The roof shall be tightly sheathed.
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If materials are stored or work is done on the roof of the canopy, the street sides and
ends of the canopy roof shall be protected by a tight curb board not less than I foot
high and a railing not less than 3 feet 6 inches high.
The entire structure shall be designed to carry the loads to be imposed on it.
3303.7.5 Watchman. A watchman shall be employed to warn the genera] public
when intermittent hazardous operations are conducted on or above the sidewalk.
Section 5-1.0.169. Amending Table 33-A.
Table 33-A is amended by the following:
(a) Adding a superscript at the end or the title to read:
Table 33-A -Type Of Protection Required For Pedestrians
(b) Adding a footnote at the end of the table to read:
Not applicable to construction in preservation, agricultural and residential
districts except when required by the building official.
Section 5-1.0.]70. Amending Section 3403.2.
Section 3403.2 is amended by deleting Section 3403.2 and replacing it with the following:
3403.2 Additions, Alterations and Repairs. When additions, alterations or repairs
within any 12-month period exceed 50 percent of the replacement value of an existing
building or structure, such building or structure shall be made to conform to the
requirements for new buildings or structures.
Additions, alterations and repairs not exceeding 50 percent of the replacement value of
an existing building or structure and complying with the requirements for new
buildings or structures may be made to such building or structure within any 12-month
period without making the entire building or structure comply. The new construction
shall conform to the requirements of [his code for new buildings of like area, height
and occupancy. Such building or structure, including new additions, shall not exceed
the areas and heights specified in this code.
Alterations or repairs, not exceeding 25 percent of the value of an existing building or
structure, which are nonstructural and do not affect any member or part of the building
or structure having required fire resistance, may be made with the same materials of
which the building or structure is constructed.
F,XCEPTIONS:
(1) The installation or replacement of glass in hazardous locations,
as specified in Section 2406, shall be as required for new
installations.
(2) Without limitation to the prescribed percentages, the building
official may require engineering analysis, documentation or
73
inspections to assure the structural integrity or safety of the
existing structure.
Section 5-1.01'71. Amending Section 3501.
Section 3501 is amended by adding a second paragraph to read:
Whenever the uniform Building Code Standards are referred to as the standard in this
code, compliance with the current codes and standards of the National Fire Protection
Association or other approved national standards will be equivalent to meeting [he
Uniform Building Code Standards.
Section 5-1.0.172. Adding Chapter 36.
Chapter 36 is added to read as follows:
Chapter 36
FACTORY BUILT HOUSING
Section 3601 -Applicability
3601.1 Applicability. These provisions are applicable to the design, construction,
installation and transportation of Factory Built Housing (FBH) within the County of
Hawaii. Unless otherwise specified this chapter shall be applicable only to FBH
which is sold or offered for sale to first users as defined below.
All provisions of the Building, Housing, Electrical and Plumbing Codes shall be
applicable unless indicated otherwise in this chapter.
Section 3602 -Definitions
Factory Built Housing, means any structure or portion thereof designed primarily for
residential occupancy by human beings, which is either entirely prefabricated or
assembled at a place other than the building site.
First User, means a person, firm or corporation who initially installs FBH within this
Stale. A person who subsequently purchases as installed FBH in not a first user
within the meaning of this definition.
lnstallation, means the assembly of FBH on site and the process of affixing FBH to
land, a foundation or an existing building.
Insignia of Approval, means a tab, tab, stamp, label or other device issued by the
building official to initiate compliance with the statutes and these rules.
Manufacture, means the process of making, fabricating, constructing, forming or
assembling a product from raw, unfinished or semi-finished materials to produce
FBH.
Site, is the parcel of land on which FBH is installed.
74
Section 3603 -Permits
3603.1 Building Permit Required. No person shall install FBH or cause the
foregoing to be done without first obtaining a building permit from the building
official for each FBH.
3603.2 Building Permit Fee. A fee for each building permit as set forth in Table No
1-A shall be paid to the building official. The fee shall be based on the valuation of
the building in place complete including the cost of carport, fences, walls, etc.
Section 3604 -Approvals
3604.1 Insignia of Approval FBH manufactured in this County which is sold or
offered for :;ale to first users within this County shall bear the insignia of approval
issued by the building official indicating that the FBH is in compliance with this
chapter.
FBH manufactured outside the County shall bear the insignia of approval issued by
any governmental or inspection agency approved by the building official.
Section 3605 -Performance
3605.1 Performance of Plumbing and Electrical Work. All electrical and
plumbing work to be performed at the factory must be accomplished:
By a licensed electricians or plumbers, respectively, of the County in which the
factory is located, if the manufacturer does not submit a quality control manual which
is approved by the building official; or
Under the supervision of a licensed supervising electrician or master plumber,
respectively, of the County in which the factory is located, if the manufacturer submits
a quality control manual which is approved by the building official.
Section 3606-Plans And SpeciTications.
For each mode] of FBH, 3 sets of plans and specifications shall be submitted and
approval obtained prior to fabrication.
With each application for a building permit, 3 sets of installation plans and
specifications including the plot plan shall be submitted.
Section 3607 -Inspections.
The building official shall make periodic in-plant inspections to verify that the FBH
produced comply with the plans as approved by the building official.
Section 3608 -Transportation.
The transportation of FBH shall be governed by the provisions of the County and State
Traffic Codes.
75
Section 5-1.0.173. Adding Chapter 37.
Chapter 37 is added to read as follows:
Chapter 37
THATCHED MATERIAL ON EXTERIOR OF BUILDINGS;
PROTECTION AGAINST EXPOSURE FIRES.
Section 3701 -General
3701.1 General. Thatched materials used on the roof on a building shall be protected
by manually operated sprinkler heads, with adequate water supply, pipe size, and
sprinkler head spacing in accordance with sprinkler system requirements set forth in
this section.
Thatched materials used on the wall of a building shall be protected by manually
operated outside sprinklers. Size and spacing of sprinklers and pipe size shall be in
accordance with Chapter 3, "Outside Sprinklers and Protection Against Exposure
Fires," of the National Fire Codes of the National Fire Protection Association.
Controls shall be set forth in this section.
Section 3702 -Applicability
3702.1 Applicability. Thatched material on the exterior of buildings shall be
permitted only upon buildings located in areas zone for resort (V Resort-Hotel by the
Planning Department) uses which primarily service the tourist trade when approved by
the building official.
The thatched material permitted in this section shall be used for decorative purposes
on the roof or wall of buildings. The building, independent of the thatched material,
shall comply with all applicable provisions of this chapter.
When thatched material is used as permitted in this section, and an appropriate permit
is obtained therefor, outside sprinklers for protection against exposure fires shall be
required as hereinafter provided.
Section 3703 -Sprinkler
3703.1 General. Sprinklers shall be located at the high point of the roof. Upright or
pendant sprinklers shall be used for gable roofs. Sidewall sprinklers shall be used for
shed roofs.
3703.2 Spacing of Sprinklers. The maximum width of roof with one row of
sprinklers shall be as follows:
Root Slope Orifice Size Width of Roof
(In inches)
1:3 or greater 3/8 IS'
76
1:3 or greater '/z 20'
1:3 or greater ] 7/32 25'
Less than I :3 3/8 10°
Less than 1:3 y~ 15'
Less than 1:3 17/32 20°
Maximum spacing of sprinklers on branch lines (along ridge) shall be as follows: 3/8-
inch orifice 6 fee[; %z-inch orifice - 8 feet; 17/32-inch orifice -10 feet.
Conical roots may be protected with one sprinkler at the apex if the diameter of the
roof does nut exceed the width of roof referred to tin this section.
Where the width of a roof exceeds the width allowed for one row of sprinklers, as
provided in the table in this section, two or more rows of sprinklers shall be required.
The rows of sprinklers shall be placed such that [he entire roof area is protected.
3703.4 Areas Protected. Each area (zone) of thatched material that is separated from
another thatched area by an open space of 20 feet or more or by incombustible
construction of 20 feet or more shall be considered a separate area (zone).
Risers to each separate zone shall not be less than that shown in subsection (e), except
as modified as follows:
1. More than one zone may be protected by one valve, if the supply is
adequate.
2. In one area (zone) is larger than can be protected with the existing supply,
the zones can be subdivided into subzones if the following criteria are met:
An area of at least 800 square feet is protected by the subzone control
valve; there is at least a ]0 percent overlap in coverage of adjoining
subzones; and operation of the manual control valves will automatically
transmit an alarm to the fire department.
3703.5 Water Supply. The sprinkling system shall have a separate connection to the
water main in the street, to an approved automatic fire-extinguishing system supply
line, to a wet standpipe supply line, or to a domestic supply of adequate size. The
water supply required shall be determined from either of the following:
I. Flow per sprinkler for the largest zone, with residual pressure at the highest
sprinkler at 15 pounds per square in with all heads operating, shall be as
follows:
Orifice Size Gallons Per Minute
(In inches)
3/8 15
1 //2 20
77
17/32 25
2. "Che flow shall be hydraulically calculated so as to discharge at least 0.11
gallons per minute per square foot of surface area to be sprinkled.
3703.6 Riser and Pipe Size. Pipe sizes shall be determined from the flow as
calculated in subsection (d). However, no pipe less than one inch in size shall
be used. The following table may be used in conjunction with this flow
calculated for the selection of pipe or riser sizes.
Pipe or Riser Size
Orifice Size
(In inches I" 1-1 /4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4"
No. of Sprinklers
3/8 3 4 7 11 21 37 40 40
2 3 5 8 15 27 40 40
17/32 I 2 4 6 11 19 30 38
3703.7 Number of Sprinklers Served. The number of sprinklers on a branch line
shall not exceed six. Center feet shall be used for six or more sprinklers. The number
of sprinklers under control of each control valve shall not exceed forty. At the
location of each valve, there shall be a drain connection and a '/a-inch valve test
connection to accommodate pressure gauge.
3703.8 Material Installed Above Grade. Piping shall be galvanized steel schedule
40 with galvanized malleable iron fittings or hard drawn copper with silver solder
fittings. Pipes shall be securely fastened to the structure.
Valves shall be manual type approved and listed by the Underwriters' Laboratories or
by other approved testing agencies. Valves shall be installed outdoors and so located
as to be readily accessible in case of fire. Signs indicating the use of valves shall be
conspicuously posted.
3703.9 Local Alarm. Any one system with 20 or more sprinklers under control of
one valve shall be complemented with a local fire alarm, either electrically or
mechanically operated.
Section 5-].0.174. Adding Chapter 38.
Chapter 38 is added to read as follows:
Chapter 38
SWIMMING POOL
Section 3801 -General
78
3801.1 Building Permit Required. No person shall install any swimming pool or
cause the foregoing to be done without first obtaining a building permit.
3801.2 Plans and Specifications. Plans, specifications and sufficient data shall be
submitted with each application for a permit and shall be prepared by an engineer or
architect licensed by the State of Hawaii.
Section 3802 -Applicability
3802.1 Applicability. These provisions are applicable to the design and construction
of public swimming and wading pools.
Those pools covered by these regulations include municipal, institutional, hotel,
apartment, one and two family dwelling, and pools of similar type usage; and
hydrotherapy spas, therapeutic pools, and special pools of similar type usage.
All provisions of the Building, Electrical, and Plumbing Codes shall be applicable
unless indicated otherwise in this chapter. Private residential pools shall also comply
with the Building, Electrical, and Plumbing Codes and Section 3809 of this chapter
regarding fences.
Section 3803 -Construction Details
3803.1 Materials. All pools and all appurtenances thereto shall be constructed of
impervious and durable materials which are nontoxic, which can withstand the design
stresses, and which will provide awater-tight structure with a smooth and easily
cleaned surface. The surfaces within the pool intended to provide footing for bathers
shall be designed to provide aslip-resistant surface.
3803.2 Water Depth. Swimming pools shall have a minimum depth of water in the
shallow end of three feet. Wading pools shall have a maximum water depth of 24
inches. The water depth at the perimeter of wading pools shall not exceed 18 inches.
Exceptions to depth requirements may be made for hydrotherapy spas, therapeutic
pools and other special condition pools as approved by the building official.
The depth of water in feet and inches shall be plainly marked above the water surface
on the vertical pool wall and/or on top of the deck edge within 18 inches of the water
edge at all major deviations of pool depth. Dept marking shall have afour-inch
minimum height, be slip-resistant and spaced at not more than twenty-five foot
intervals.
3803.3 Slope of Pool Floor. The slope of the pool floor from the shallow end wall
towards the deep end shall not exceed one in ten (I:10) to the point of the first slope
change. The slope of the floor from the first slope change to the deep end shall not
exceed one in three (1:3).
3803.4 Pool Shape. No limits are specified for the shape of swimming pools except
that consideration shall be given to the shape from the standpoint of safety and
adequate circulation of the swimming pool water. There shall be no protrusions,
maans of entanglement, or other obstructions in the swimming pool which can cause
the entrapment or injury of the bather.
79
3803.5 Handholds, Egress and Entry. All swimming pools shall be provided with
handholds (coping edge, rings, ledges, secured rope or similar devices) around the
perimeter installed in areas where depths exceed three feet six inches, nor further apart
than four feet and not greater than 12 inches above the water line. Where perimeter
overflow systems are not provided, a coping edge, cantilevered deck edge or materials
equivalent in strength and durability with rounded, slip-resistant edges shall be
provided.
Adequate means of entry to and egress from swimming pools shall be provided
utilizing stairs, ladders, ledges, recessed steps or other approved means.
3803.6 Decks, Walkways and Ramps. Decks, walkways, ramps and similar
surfaces shall be slip-resistant and sloped to provide adequate drainage away from the
pool.
Section 3804 -Illumination
Illumination of the pool interior shall be provided for night use with not less than 0.50 watts
per square foot o1 pool surface area.
Section 3805 -Filtration And Circulation
All pools shall be provided with a recirculation system adequate in its design to provide
uniform circulation of the water and rated flows for proper filtration.
At least one drain shall be provided at the lowest point of pool floor and shall be of the anti-
vortex type or otherwise designed to prevent being blocked by a bather.
The materials utilized in the recirculation system shall be of non-toxic material, resistant to
corsosion and able to withstand operating pressures.
The re-circulation and filtration equipment for swimming pools shall be sized to turn over
the entire pool water capacity at ]east one every six hours. The equipment for wading pools
shall be sized for atwo-hour turnover. The equipment for hydrotherapy spas, therapeutic
pools and special pools of similar type usage shall be sized for athirty-minute turnover.
A pressure gauge and rate of flow indicator as a means of indicating system condition shall
be provided in the circulation system at easily readable locations.
An overflow collection systems (gutters), automatic surface skimmers or other approved
collection systems shall be installed on all pools covered by these regulations.
Filtration backwash water shall be discharged to sanitary sewer, dry well or injection well.
Pool drain water shall be discharged to storm drain, drywell, injection well or surface areas
within owner's property.
Section 3806 -Chemical Feeding And Regulating Equipment
80
Al] swimming pools shall be provided with adequate and appropriate chemical feeding and
regulating equipment capable of precisely feeding the required quantity of disinfecting
agent to the pool water. Chemical feeders shall be installed downstream of the pool
filtration and heating equipment and shall be electrically wired so they cannot operate
unless the pool recirculating pump is running.
When compressed chlorine gas is used, the chlorine cylinders and chlorine mechanical
proportioning equipment shall be housed in a separate, corrosion-resistant, mechanically-
vented enclosure.. which is reasonably resistant to gas leakage. Access to the chlorination
room shall be from the exterior. The mechanical ventilation system shall exhaust at least 4
CFM per square foot of floor space with exhaust intake at floor level. Automatic louvers
near the top and bottom of the room for admitting air shall be provided. The chlorine
exhaust vent shall terminate at least ] 0 feet above the ground and pool deck area. Electrical
switches for the control of artificial lighting and ventilation equipment shall be located on
the outside of the enclosure adjacent to the door. Gas masks approved by the National
Institute for Occupational Safety and Health shall be accessible outside the chlorine
enclosure.
Section 3807 -Lifesaving Equipment
One unit of life-saving equipment shall be provided for each 2,000 square feet of
swimming pool area for municipal, institutional, hotel, apartment and pools of similar type
usage and shall consist of the following:
1. A ring buoy with a minimum outside diameter of 24 inches to which shall be
attached a length of one-quarter inch rope not less than one an done-half time s
the maximum width of the pool.
2. A shepherd's crook with a minimum length handle of 12 feet.
3. Where no lifeguard is provided, a warning sign shall be placed in plain view and
shall state "Warning - No Lifeguard on Duty" with letters at least four inches
high.
Section 3808 -Heaters
Heaters shall comply with the Electrical and Plumbing Codes and shall be installed in
accordance with the manufacturer's instmctions.
Section 3809 -Fences And Other Protective Devices
Every person in possession of land, either as owner, lessee, tenant or licensee, upon which
is situated a swimming pool, dipping or wading pool which contains water l8 inches or
more in dept at any point shall erect and maintain thereon a fence, wall or other enclosure
completely surrounding such pool or the property on which the pool is situated, sufficient
to make the pool inaccessible to small children; provided that a dwelling or other building
which may serve as a barrier, may be used as a part of such enclosure. Such fence, wall or
81
other enclosure, including gates, shall be at least four and one-half feet high (four feet for
residential swimming pools) and with openings that does not allow passage of a four inch
diameter sphere.
All gates or doors must be self-closing and equipped with aself-latching device capable of
keeping such gage or door securely closed, with latches placed at ]east four feet above
ground or otherwise made inaccessible from the outside to small children; provided that the
door of any dwelling forming any part of the enclosures hereinabove required need not be
so equipped.
EXCEPTION: The provisions of this section shall not apply to any swimming pool,
dipping, or wading pool on the premises of a hotel as defined in the Zoning Code.*
Section 3810 -Violation And Penalties.
For violations and penalty provisions, see Section 103.
* Editor's Note: In the exception to section 6309, "Zoning Code" substitute for "Land
Use Ordinance."
Section 5-1.0.]75. Adding Chapter 39.
Chapter 39 is added as follows:
Chapter 39
EQUAL, ACCESS FOR PERSONS WITH DISABILITIES
Section 3901-Applicability
3901.1 Applicability. The provisions contained herein are applicable to the design
and construction of new buildings within the County of Hawaii. These provisions also
apply to those additions and those spaces being altered where access by ramp, elevator
or an adjoining parking deck is available or is to be provided.
The design dimensions or elements of this chapter shall apply to all accessible
structures as determined in Chapter 11. Where guidelines are not indicated herein, the
Americans with Disabilities Act (ADA) guidelines shall be followed.
These provisions shall not apply to public buildings and facilities covered by Section
103-50, HRS, and to the reconstruction of historic buildings listed on the State
Historical Register.
Requirement, for parking stalls for disabled, including signage, shall be according to
the County's Zoning Code.
Requirements for elevators are covered by Chapter 397, HRS.
Section 3902 -Definitions
82
The following terms are defined for specialized use within this chapter.
Accessible Route. A continuous unobstructed exterior or interior path
connecting all accessible elements and spaces in a
building or facility. Interior accessible routes may
include corridors, floors, ramps, and clear floor space at
fixtures. Exterior accessible routes may include curb
ramps, walks, and ramps.
Cross Slope. The slope that is perpendicular to the direction of travel.
Principal Entrance. The principal entrance of a building or facility is the main
door through which most people enter.
Running Slope. The slope that is parallel to the direction of travel.
Signage. Symbolic, tactile, and pictorial information.
Tactile. Describes an object that can be perceived using the sense
of touch.
Section 3903 -General
3903.1 General. Buildings or portion of buildings required by Section 1103 and
Section
310.13 to be accessible for persons with disabilities shall be provided with the
following:
I. At least one accessible route within the boundary of the site form public
transportation stops, accessible parking, and accessible passenger loading
zones, and public streets or sidewalks to the accessible building and
facilities that are on the same site.
2. At least one accessible route connecting accessible building and facilities
that are on the same site.
3. At least one accessible route connecting accessible building or facility
entrances with al] accessible dwellings units within [he building or facility.
The accessible route shall lead to the primary entrance of the building. For sites where
the natural terrain or other unusual conditions creates an unusual hardship to provide
for access, alternate accessible routes and alternate entrances other than the primary
entrance may be used.
Section 3904 -Accessible Route
3904.1 General. All interior and exterior accessible routes shall comply with the
following requirements.
R3
3904.1.1 ~i/idth. The minimum clear width of an accessible route shall be 36 inches
except at daors. If a person in a wheel chair must make a turn around an obstruction,
the minimmn clear width of the accessible route shall be shown in Fig. 1.
3904.1.2 Passing Space. if an accessible route has less than 60 inches cleat width,
then passing spaces at least 60 inches by 60 inches shall be located at reasonable
intervals not to exceed 200 feet. A T-intersection of two corridors or walks is an
acceptable passing place.
3904.1.3 Headroom. Accessible routes and other circulation spaces shall have 80
inches minimum clear headroom. If vertical clearance of an area adjoining an
accessible route is reduced to less than 80 inches, a guardrail or other barrier to warn
blind or visually-impaired persons shall be provided (see Fig. 2).
3904.1.4 Ground and Floor Surfaces. Ground and floor surfaces along accessible
routes and in accessible rooms and spaces including floors, walks, ramps, and curb
ramps, shall be stable and firm.
If gratings are located in walking surfaces, then they shall have spaces no greater than
'h inch wide in one direction. If gratings have elongated openings, then they shall be
placed so that the long dimension is perpendicular to the dominant direction of travel.
3904.1.5 Change in Level. Changes in level up to '/n inch may be vertical and
without edge treatment (see Fig. I). Changes in level between '/a inch and '/z inch shall
be beveled with a slope no greater than 1:2 (see Fig. I). ]f an accessible route has
changes in level greater than %z inch, then a curb ramp, ramp, elevator, or platform ]ifr
shall be provided. Stairs shall not be part on an accessible route.
3904.1.6 Slope. An accessible route with a running slope greater than L20 is a ramp.
Nowhere shall the cross slope on an accessible route exceed 1:50.
3904.1.7 Doors and Doorways. Doorways shall have a minimum clear opening of
32 inches with the door open 90 degrees, measured between the face of the door and
the stop. Cased openings less than 24 inches in depth shall have a minimum clear
opening of 3.". inches.
EXCEPTION:
I. Doors not requiring full user passage, such as shallow closets,
may have the clear opening reduced to 20 inches minimum.
2. [f doorways have two independently operated door leaves, then
at ]east one active leaf shall provide a clear opening of 32
inches.
3. The minimum space between tow hinged or pivot doors in
series shall be 48 inches plus the width of any door swinging
into the space. Doors in series shall swing either in the same
direction or away from the space between the doors (see Fig.
3).
84
3904.1.8 Thresholds. Thresholds at doorways shall not exceed'/, inches in height for
exterior sliding doors or '/z inch for other types of doors. Raised threshold and floor
level change at accessible doorways shall be beveled with a slope no greater than 1:2.
3904.1.9 Revolving Doors or Turnstiles. Revolving doors or turnstiles shall not be
the only means of passage at an accessible entrance or along an accessible route. An
accessible gate or door shall be provided within twelve feet of the turnstile or
revolving door and shall be so designed as to facilitate the same use pattern. Gates,
including ticket gates, shall meet al] applicable specifications of doors.
3904.1.10 Maneuvering Clearances at Doors. Maneuvering clearances a[ doors that
are not automatic or power-assisted shall be as shown in Fig. 4. The floor or ground
within the required clearances shall be level and clear.
3904.2 -Door Hardware
3904.2.1 General. Handles, pulls, latches, and other operating devices on accessible
doors to areas open to the public shall have a shape [hat is easy to grasp with one hand
and does no[ require tight grasping, tight pinching, or twisting of the wrist to operate.
Lever-operated mechanisms, push-type mechanisms, and U-shape handles are
acceptable designs. When sliding doors are fully opened, operating hardware shall be
exposed and usable from both sides. Hardware required for accessible door passage
shall be mounted not more than 42 inches above the finish floor.
3904.2.2 Door Closures. If a door has a closer, then the sweep period of the closer
shall be adjusted so that from an open position of 70 degrees, the door will take at
least 3 seconds to move to a point 3 inches from the latch, measured to the leading
edge of the door.
3904.2.3 Door Opening Force. The maximum force for pushing or pulling open a
door other than a required fire door shall be 8 pounds force for exterior hinged doors
and 5 pounds force for interior hinged, sliding, and folding doors. These forces do not
apply to the force required to retract latch bolts or disengage other devices that may
hold the door in a closed position.
3904.2.4 Automatic Doors and Power-Assisted Doors. If an automatic door is
used, it shall comply with ANSI/BHMA A156.10-1985. Power-assisted doors shall
comply with ANSI/BHMA A756.19-1984. Such doors shall not open to back check
faster than 3 seconds and shall require no more than 15 pounds force to stop door
movement.
3904.3 -Protruding Objects
3904.3.1 Protruding Objects. Objects projecting from walls (for example,
telephones) with their leading edges between 27 inches and 80 inches above the
finished floor shall protrude no more than 4 inches into walks, halls, corridors,
passageways, or aisles (see Fig. 2). Objects mounted with their leading edges at or
below 27 inches above the finished floor may protrude any amount (see Fig. 2).
Protruding objects shall not reduce the clear width of an accessible route or
maneuvering space.
85
Section 3905 -Ramps
3905.1 Slope, Rise, and Width. The maximum slope of a ramp shall be 1:12. The
maximum rise for any run shall be 30 inches. The minimum clear width shall be 36
inches (see Fig. 5).
3905.2 Landings. Ramps shall have level landings at the bottom and top of each run.
The landing shall be at least as wide as the ramp and the landing length shall be not
less than 60 inches. Where ramps change direction at intermediate landings, the
landing size shall be not less than 60 inches by 60 inches clear. Where a doorway is
located at a landing, the area in front of the doorway shall be provided with
maneuverinl, clearance as required by Section 3904.1.10.
3905.3 Edge Protection. Ramps and landing with drop-offs shall have curbs, walls,
railings, or projecting surfaces that prevent people from slipping off the ramp. Curbs
shall be not less than 2 inches high (see Fig.S).
3905.4 Handrails. For handrails, see Section 3907.
Section 3906 -Curb Ramps
3906.1 Location, Slope, and Width. Curb ramps shall be provided wherever an
accessible route crosses a curb. The maximum slope shall be 1:12. Transition from
ramps to walks, gutters, or streets shall be flush and free of abrupt changes. Maximum
slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or
accessible route shall not exceed 1:20 (see Fig. 6). The minimum width shall be 36
inches.
3906.2 Sides of Curb Ramp. When a curb ramp is located where pedestrians must
walk across the ramp, or where it is not protected by handrail or guardrails, it shall
have flared sides; the maximum slope of the flare shall be 1:10 (see Fig. 6). Curb
ramps with returned curbs may be used where pedestrians would not normally walk
across the ramp (see Fig. 6).
3906.3 Built-up Curb Ramps. Built-up curb ramps shall be located so that they do
not project into vehicle traffic lanes (see Fig. 6).
3906.4 Location at Marked Crossings. Where marked crossings are part of an
accessible route, curb ramps, excluding flare, located near these crossings shall be
wholly contained within the markings. A marked crossing is a crosswalk or other
identified path intended for pedestrian use in crossing a vehicular way.
3906.5 Diagonal Curb Ramps. If diagonal (or corner type) curb ramps have
returned curbs or other well-defined edges, such edges shall be parallel to the direction
of pedestrian flow. The bottom of diagonal curb ramps shall have 48 inches minimum
clear space as shown in (Fig. 7). If diagonal curb ramps are provided at marked
crossings, the 48 inches clear space shall be within the markings (see Fig 7). If
diagonal curb ramps have flared sides, they shall also have at least a 24 inches long
segment of straight curb located on each side of the curb ramp and within the marked
crossing (see Fig. 7).
86
3906.6 Islands. Any raised islands in crossings shall be cut through level with the
street or have curb ramps at both sides and a level area at least 48 inches long in he
part of the island intersected by the crossings (see Fig. 7).
3906.7 Handrails. Handrails are not required on curb ramps.
Section 3907- Handrails
3907.1 General. Size and strength of handrails shall comply with Table 16-B. Top
of gripping surface shall be mounted between 34 - 38 inches above ramp surfaces or
nosing of stairway treads. Ends of handrails shall be returned smoothly to floor, wall,
or post. Handrails shall not rotate within their fittings. The inside handrail on
switchback or dogleg ramps and stairways shall be continuous.
3907.2 Handrails for Ramps. Where a ramp run has a rise greater than 6 inches or
run greater than 72 inches, it shall have handrails on both sides. If handrails are not
continuous, they shall extend at last 12 inches beyond the top and bottom of the ramp
segment and. shall be parallel with the floor or ground surface. Gripping surfaces shall
be continuous.
3907.3 Handrail for Stairways. Handrails shall be provided at both sides of
stairways used by the general public and connecting levels that are not serviced by an
elevator. if handrails are not continuous, they shall extend 12 inches beyond the top
riser and at least 12 inches plus the width of one tread beyond the bottom riser. At the
top, the extension shall be parallel with the floor or ground surface. At the bottom, the
handrail shall continue to slope for a distance of the width of one tread fiom the
bottom riser; the remainder of the extension shall be horizontal (see Fig. 8).
Section 3908 -Water Fountains
3908.1 Water Fountains. Where water fountains are provided on any floor where
access is required, at least one on that floor shall have a spout within 36 inches of the
toor. The spout shall be at the front of the unit and shall direct water flow in a
trajectory that is at parallel or nearly parallel to [he front of the unit. The spout shall
provide a flow of water at least 4 inches high so as to allow the insertion of a cup
under the flow of water. Controls shall comply with Section 3915 and shall be front
mounted or tide mounted near the front edge.
Wall- and post-mounted cantilevered units shall have a clear knee space between the
bottom of the apron and the floor or ground at least 27 inches high, 30 inches wide and
17 inches to 19 inches deep (see Fig. 9). Such units shall also have a minimum clear
space 30 inches by 48 inches to allow a person in a wheelchair to approach the unit
facing forward.
Freestanding or built-in units not having a clear space under them shall have a clear
floor space at least 30 inches by 48 inches that allows a person in a wheelchair to
make a parallel approach to the unit.
Section 3909 -Toilet Facilities
3909.1 Toilet Facilities. Where toilet facilities for the general public are provided on
any floor where access is required, such facilities shall be available to all occupants.
H7
Each such toilet room shall comply with requirements of this section. Toilet facilities
for accessible guest rooms and dwelling units shall also comply with the following:
1. Accessible toilet facilities shall be on an accessible route.
2. Doors to toilet facilities and toilet stall doors shall comply with Section
3903. If toilet stall approach is from the latch side of the stall door,
clearance between the door size of [he stall and any obstruction may be
reduced to a minimum of 42 inches. Doors to accessible toilet rooms shall
not swing into the clear floor space required for any fixture.
3. Clear toor space for water closets not in stalls shall comply with Fig. ]0.
Clear floor space may be arranged to allow either a left handed or right
handed approach.
EXCEPTION: Except in dwelling units, a clear turning space within the
toilet room of sufficient size to inscribe a circle with a diameter not less
than 60 inches shall be provided. The clear floor spaces at fixtures and
controls, the accessible route, and the turning space may overlap.
4. The size and arrangement of at least one toilet stall shall comply with Fig.
12. Toilet stalls with a minimum depth of 56 inches shall have wall-
mounted water closets. If the depth of toilet stall is increase at leas[ 3
inches, then a floor mounted water closet may be used. Arrangements
shown for stalls may be reversed to allow either alert- or right-hand
approach.
5. The height of at least one water closet shall be 17 inches to 19 inches
measured to the top of the toilet seat. Seats shall not be sprung to return to
a lifted position.
6. Cirab bars complying with Fig 11 and Section 3913 shall be provided for
water closets not located in stalls. Grab bars need not be provided for
dwelling units.
Grab bars complying with Section 3913 and the length and positioning
shown in Fig 12 shall be provided for accessible water closets located in
stalls. Grab bars may be mounted with any desired method as long as they
have a gripping surface at the locations shown and do not obstruct the
required clear floor area.
7. Flush controls shall be hand operated or automatic and shall comply with
Section 3915(3). Controls for flush valves shall be mounted on the wide
side of the toilet no more than44 inches above the floor.
R. Toilet paper dispensers shall be installed within reach, as shown in Fig. 11.
Dispensers that control delivery, or that do not permit continuous paper
flow, shall not be used.
9. If urinals are provided at least one shall be stall-type or wall-hung with an
elongated rim at a maximum of 17 inches above the floor.
88
A clear floor space 30 inches by 48 inches shall be provided in front of the
urinal to allow forward approach. Urinal shields that do not extend beyond
the front edge of the urinal rim may be provided with a 29-inch clearance
between them.
Section 3910 -Lavatories And Mirrors
3910.1 Lai°atories and Mirrors. In other than dwelling units, lavatories and mirrors
shall be as follows:
L Lavatories shall be mounted with the rim or counter surface no higher than
='~4 inches above the finish floor. A clearance of at ]east 27 inches from the
floor to the bottom of the bowl shall be provided. Knee and toe clearance
shall comply with Fig. 13.
2. A clear floor space 30 inches by 48 inches shall be provided in front of a
lavatory to allow forward approach. Such clear floor space shall adjoin or
overlap an accessible route and shall extend a maximum of 19 inches
underneath the lavatory (see Fig. 13).
3. Hot water and drain pipes under lavatories shall be insulated or otherwise
covered. There shall be no sharp or abrasive surfaces under lavatories.
4. Faucets shall comply with Section 3914(3). Lever-operated, push-type,
and electronically controlled mechanisms may be used. Self-closing valves
may be used provided the faucet remains open for at least ] 0 seconds.
5. 1Vhere mirrors are provided, a[ least one shall be mounted with the bottom
edge of the reflecting surface no higher than 40 inches from the floor.
Section 3911 -Bathtubs
3911.1 Bathtubs. In other than dwelling units where bathtubs are provided, at least
one bathtub in every facility required to be accessible shall be as follows:
L Clear floor space in front of bathtubs shall be as shown in Fig. 14.
2. An in-tub seat or a seat at the head end of the Cub shall be provided as
shown in Fig. 14 and I5. The structural strength of seats and their
attachments shall comply with Section 3913.3. Seats shall be securely
mounted and shall no[ slip during use.
3. Grab bars complying with Section 3914 shall be provided as shown in Fig
14 and 15.
4. Faucets and other controls complying with Section 3914(2) & 39]4(3)
shall be located as shown in Fig. 15.
5. A shower spay unit with a hose at least 60 inches Tong that can be used as a
fixed showerhead or as a hand-held shower shall be provided.
K9
6. where provided, enclosures for bathtubs shall not obstruct controls or
transfers from wheelchairs onto bathtub seats or into tubs. Enclosures on
bathtubs shall not have tracks mounted on their rims.
EXCEPTION: Accessible shower stalls may be substituted for accessible
bathtubs.
Section 3912 -Shower Stalls
3912.1 Shower Stalls. In other than dwelling units where shower stalls are provided,
at least one shower stall in every facility required to be accessible shall be as follows:
Shower stall size and clear floor space shall comply with Fig. 16(a) or (b).
The shower stall in Fig. 16(b) will fit into the space required for a bathtub.
2. A scat shall be provided in shower stalls 36 inches by 36 inches and shall
be a shown in Fig. 17. The seat shall be mounted 17 inches to 19 inches
from the bathroom floor and shall extend the full depth of the stall. The
seat shall be on the wall opposite the controls. The structural strength of
seats and their attachments shall comply with Section 3913.3.
3. Grab bars complying with Section 3913 shall be provided as shown in Fig.
18.
4. Faucets and other controls complying with Section 3914(3) shall be
located as shown in Fig. 18. In shower stalls 36 inches by 36 inches, all
controls, faucets and the shower unit shall be mounted on the side wall
opposite the seat.
5. A shower spray unit with a hose at least 60 inches long that can be used as
a txed shower head or as a hand-held shower shall be provided.
EXCEPTION: In unmonitored facilities where vandalism is a
consideration, a fixed shower head mounted at 48 inches above the shower
floor may he used in lieu of a hand-held head.
6. if provided, curbs in shower stalls 36 inches by 36 inches shall be no
higher than Yz inch. Shower stalls that are 30 inches by 60 inches shall not
have curbs.
7. where provided, enclosures for shower stalls shall not obstruct controls or
obstruct transfer from wheelchairs onto shower seats.
EXCEPTION: Accessible bathtubs may be substituted for accessible
shower stalls.
Section 3913 -Handrails, Grab Bars, Tubs And Shower Seats.
3913.1 General. All handrails, grab bars, and tub and shower seats required to be
accessible shall comply with this Section.
90
3913.2 Size and Spacing of Grab Bars and Handrails. The diameter of width of
the gripping surfaces of a handrail or grab bar shall be 1-1/4 inches to 1-1/2 inches or
shape shall provide an equivalent gripping surface. If handrails or grab bars are
mounted adjacent to a wall, the space between the wall and the grab bar shall be 1-1/2
inches. Handrails may be located in a recess if the recess is a maximum of 3 inches
deep and extends at ]east 18 inches above the top of the rail (see Fig. 19).
3913.3 Structural Strength. Grab bars, tub and shower seats, fasteners, and
mounting devices shall be designed to support a concentrated load of 250 pounds.
3913.4 Eliminating Hazards. A handrail or grab bar and any wall or other surfaces
adjacent to it shall be free of any sharp or abrasive elements. Edges shall have a
minimum radius of 1/8 inch.
Section 3914 -Controls And Operating Mechanisms
3914.1 Controls and Operating Mechanisms. Accessible controls and operating
mechanisms complying with this section shall be provided as follows:
L (Tear floor space at least 30 inches by 48 inches that allows a forward or
parallel approach by a person using a wheel chair shall be provided at
controls, dispensers, receptacles, and other operable equipment.
2. The highest operable part of all controls, dispensers and receptacles, shall
be placed between 48 and 15 inches above the floor. Except where the use
of special equipment dictates otherwise, electrical and communications
system receptacles on walls in public areas shall be mounted no less than
15 inches above [he floor.
3. ('ontrols and operating mechanisms shall be operable with one hand and
shall not require tight grasping, pinching, or twisting of the wrist. The
force required [o activate controls shall be no greater than 5 pounds force.
Section 3915 -Signage
3915.1 Signage. Accessible signage shall be as follows:
1. Accessible facilities shall use the international symbol of accessibility.
7~he symbol shall not be used when a building or facility is not accessible.
The symbol shall e displayed as shown in Fig. 20(a) and (b) at principal
entrances and at entrances to accessible toilet rooms.
2. Characters and symbols shall contrast with their background -either light
characters on a dark background or dark characters on a light background.
3. Tactile signage shall be provided for hotel rooms and public toilets.
Letters and numbers on signs shall be raise or indented at leas 1/32 inch,
shall be not less than 5/8 inch high nor more than 2 inches high and shall
be sans serif characters.
91
4. Interior signage shall be located alongside the door on the latch side and
shall be mounted at a height of between 54 inches and 66 inches above the
finished floor.
Section 3916 -Telephones
3916.1 Telephones. Where public telephones are provided on any floor, at ]east one
on that floor shall comply with this section. Where public telephones are provided in
2 or more banks of multiple telephones, at least one telephone in each bank shall
comply with this section.
L A clear floor or ground space at ]east 30 inches by 48 inches that allows
zither a forward or parallel approach by a person using a wheelchair shall
be provided at telephones (see Fig. 21). Bases, enclosures, and fixed seats
shall not impede approaches to telephones by people who use wheelchairs.
2. The highest operable part of the telephone shall be within the reach ranges
specified in Fig. 22.
3. Telephones shall not protrude into an accessible route. See Section
3904.3.
4. Telephones shall be equipped with a receiver that generates a magnetic
field in the area of the receiver cap. Volume controls shall be provided.
5. Telephones shall have pushbutton controls where service for such
equipment is available.
6. Telephone books, if provided, shall be located in a position within [he
reach ranges.
7. The cord from the telephone to the handset shall be at least 29 inches long.
Section 3917 -Assembly Areas.
39]7.1 Assembly Areas. Places of assembly with fixed seats shall comply with the
following requirements.
92
1. The number of required wheelchair locations shall be in accordance with
the following table.
Capacity of Seating Number of Required
and Assembly Areas Wheelchair Locations
50 to 75 3
76 to 100 4
101 to I50 5
151 to 200 6
201 [0 300 7
301 to 400 8
401 to 500 9
501 to 1,000
Over 1,000
" 2 percent of total
20 plus 1 for each 100 over 1,000
2. Each wheelchair location shall provide minimum clear level spaces 32
inches wide by 4A inches deep.
3. Wheelchair areas shall be an integral part of any fixed seating plan and
shall be dispersed throughout the seating area. They shall adjoin an
accessible route that also serves as a means of egress in case of emergency
and shall be located to provide lines of sight comparable to those for all
viewing area.
EXCEPTION: Accessible viewing positions may be clustered for
bleachers, balconies, and other areas having sight lines with slopes greater
than 1:12. Equivalent accessible viewing positions may be located on
levels having accessible signs.
4. An accessible route shall connect wheelchair seating locations with
performing areas, including stages, arena floors, dressing rooms, locker
rooms, and other spaces used by performers.
93
Secfion 3918 -Checkout Counters
Section 3918.1 Checkout Counters in Stores and Supermarkets with Checkout
Aisles. At least one checkout counter not more than 36 inches in height, including
protective c~ails on the counter, shall be provided on every floor level. The
minimum caear unobstructed aisle width at such counters shall be 36 inches.
94
Figure 1
Width of Accessible Route
a
I'bTE Dlmmdau shorn apply whenx < 48 In (1220 mm}
cb~
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95
Figure 2
Protruding Objects
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96
Figure 3
Two Hinged Doors in Series
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Figure 4
Maneuvering Clearances at Doors
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MOTE: M door In alcoves shat comply with arc deereaces far~Froru approeche~.
97
Figure 4
Maneuvering Clearances at Doors (Continued)
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Examples of Edge Prot c~gon and Handrail Extensions
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99
Figure 6
Sides of Curb Ramps
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Curb Ramps at Marked Crossings
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101
Figure 8
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plue !ke width o6 oKe tAead that is aega.iR¢d
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102
Figure 9
Drinking Fountains and Water Coolers
17.19
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103
Figure 10
Clear Floor Space at Water Closets
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Grab Bars at Water Closets
(Bathroom)
38
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104
Figure 12
Toilet Stalls
tlOer lecat4o~
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105
Figure 13
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106
Figure 14
Clear Floor Space at Bathtubs
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Shower Size and Clearances
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60
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Figure 17
Shower Seat Design
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Figure 18
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mNrol
NM
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Size and Spacing of Handrails and Grab Bars
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110
Figure 20
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Figure 21
Space Requirements for Wheelchair Seating Spaces in Series
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Figure 22
Mounting Heights and Clearances for Telephones
Any raldCr
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a ~ ~`1 ~ } cleat E
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N Y S O i
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Fa/b raN1'~r N aeearlfiM b
LatfC epwaHOr1 Of ~~IOK
113
SECTION 3. If any provision of this ordinance, or the application thereof to any
person or circumstance;, is held invalid, such invalidity shall not affect other provisions or
applications of the ordinance which can be given effect without the invalid provision or
application, and to this end, the provisions of this ordinance are declared to be severable.
SECTION 4. This ordinance shall take effect 60 days after the date of its approval.
INTRODUCED BY:
~.Yt.~cgZ r~-~~
COUNCIL MEMBER, COUNTY OF HAWAII
Hilo, Hawaii
Date of Introduction:
Date of I Reading:
Date of 2id Reading:
Effective Datc
REFEREivCE: Comm. , 18_,
114