Revised Ordinances of Honolulu(Link to original Word Processing Version)
Articles:
Article 1. General Provisions
Sec. 19-1.1 Title and purpose.
Sec. 19-1.2 Scope.
Sec. 19-1.3 Existing installations.
*Editor's Note: "February 14, 2000" is substituted for "the effective date of this
code."
Article 2. Administration and Enforcement
Sec. 19-2.2 Duties of the administrative authority.
Sec. 19-2.3 Right of entry.
Sec. 19-2.4 Dangerous and insanitary construction.
Sec. 19-2.5 Permit required.
Sec. 19-2.6 Inspection Compliance.
Sec. 19-2.7 Notification.
Sec. 19-2.8 Liability.
Sec. 19-2.9 Unconstitutionality.
Article 3. Qualification of Performers of Work
Article 4. Installation Requirements
(1) Amending Section 101.3. The first paragraph of Section 101.3 is amended to read:
Plans and specifications shall be required prior to issuance of a building permit
to perform work covered by this code as provided in Chapter 18, Revised
Ordinances of Honolulu 1990, as amended.
(2) Amending Section 101.4.1.3, Existing Construction. Section 101.4.1.3 is amended to read:
See Article 1, Sec. 19-1.3.
(3) Amending Section 101.5.3, Existing Installation. Section 101.5.3 is amended to read:
See Article 1, Sec. 19-1.3.
(4) Amending Section 102.0, Organization and Enforcement. Section 102.0 is amended by adding:
See also Article 2, Administration and Enforcement.
(5) Adding Section 102.2.7, Modifications. Section 102.2.7 is added to read:
102.2.7 Modifications.
(6) Amending Section 102.3, Violations and Penalties. Section 102.3 is amended by deleting Sections
102.3.1 and 102.3.2 and inserting:
(7) Amending Section 103.1.1, Permits Required. Section 103.1.1 is amended to read:
A building permit is required to perform work covered by this code as
provided in Chapter 18, Revised Ordinances of Honolulu 1990, as amended.
(8) Deleting Sections 103.1.2 through 103.4.5.3.
Sections 103.1.2 through 103.4.5.3 are deleted.
(9) Amending Section 103.5.4, Inspection Requests. Section 103.5.4 is amended to read:
Inspection Requests. It shall be the duty of the person doing the work
authorized by the permit to notify the administrative authority, orally or in writing,
that such work is ready for inspection. Such notification shall be given not
less than 48 hours before the work is to be inspected.
(10) Deleting Sections 103.5.4.1 and 103.5.4.2.
Sections 103.5.4.1 and 103.5.4.2 are deleted.
(11) Deleting Table 1-1, Plumbing Permit Fees.
Table 1-1 is deleted.
(12) Adding Section 104. Section 104 is added to read:
Section 104. Appeals and Petitions.
(13) Amending Section 202.0, Definition of Terms. The following definitions are amended or added:
(i) Building Drain, is amended by deleting "two (2) feet (.6m)" and inserting in
lieu thereof "five feet (1.5m)."
(14) Adding Section 301.3. Section 301.3 is added to read:
Section 301.3 International Plumbing Code. The 1997 edition of the International Plumbing Code
(IPC) may be used in lieu of the Uniform Plumbing Code when approved
by the administrative authority. A written request by a Hawaii licensed mechanical engineer
with the concurrence of the building or project owner must be made to
the administrative authority. The details of this approval shall be recorded and entered
in the files of the department. Plans submitted shall be stamped by the
Hawaii licensed mechanical engineer. This section shall apply only to a new building
or project and shall not be applied in conjunction with an existing building.
Provisions of the Uniform Plumbing Code and the International Plumbing Code shall not
be combined or interchanged unless approved by the administrative authority. Plans submitted shall
clearly state on the plumbing and/or mechanical sheets that the International Plumbing Code
was used as the basis of design.
(15) Adding Section 307.3. Section 307.3 is added to read:
307.3 Industrial Waste Discharge Permits. All sanitary sewer systems connected to the city=s
wastewater collection system shall comply with the requirements of ROH Chapter 14, Public
Works Infrastructure Requirements Including Fees and Services, Section 14-1.9 Use of Public SewersRestrictions.
An industrial wastewater discharge permit may be required by the Department of Environmental
Services= Regulatory Control Branch.
(16) Amending Section 311.4. Section 311.4 is amended by deleting the last sentence:
Also, single stack drainage and venting systems, with unvented branch lines are prohibited.
(17) Deleting Section 311.6. Section 311.6 is deleted.
(18) Amending Section 313.2. Section 313.2 is amended by changing the second sentence to
read:
No piping shall be directly embedded in concrete or masonry unless provisions are
made to protect the piping from damage resulting from expansion, contraction and structural
settlement.
(19) Amending Section 313.4. Section 313.4 is amended to read:
313.4 No building sewer or other drainage piping or part thereof, constructed of
materials other than those approved for use under or within a building, shall
be installed under or within five (5) feet (1.5m) of any building or
structure, or less than one (1) foot (.3m) below the surface of the
ground or as approved by the administrative authority.
(20) Deleting Section 314.8.
Section 314.8 is deleted. (See Table 3-2, which requires only one support within
eighteen inches of the joint.)
(21) Adding Section 314.9. Section 314.9 is added to read:
314.9 Seismic Supports. Where earthquake loads are applicable in accordance with the building
code, plumbing piping supports shall be designed and installed for the seismic forces
in accordance with the building code.
(22) Deleting Sections 318 and 319.
Sections 318 and 319 are deleted. (The requirements of Section 318 are covered
in DOH Chapter 12, Food Establishment Sanitation 11-12-21.)
(23) Amending Section 402.1. Section 402.1 is amended by adding to the end of
the sentence "but shall not exceed the requirements of Section 402.3."
(24) Deleting Section 402.2. Section 402.2 is deleted.
(25) Adding Section 402.3. Section 402.3 is added to read:
Section 402.3. Water Conservation.
402.3.1 Water supply faucets or valves shall be provided with approved flow control
devices which limit flow to a maximum three gallons per minute; provided that
shower heads and kitchen faucets shall be provided with approved flow control devices
which limit flow to a maximum of 2.5 gallons per minute at 80
psi and lavatory faucets shall be provided with such flow control devices which
limit flow to a maximum of 2.5 gallons per minute at 80 psi.
402.3.2 Tank-type water closets and flushometer valve toilets shall have volume limiting devices
or methods which will limit the discharge to 1.6 gallons per flush and
urinals shall have volume limiting devices or methods which will limit the discharge
to 1 gallon per flush. When a satisfactory performance of the water closet
or urinal cannot be obtained with 1.6 gallons or less per flush, or
1 gallon or less per flush, respectively, the administrative authority may approve a
larger discharge if hardship circumstances exist. For those places where toilets are heavily
used by the public, as determined by the administrative authority, including but not
limited to arenas, airports, shopping centers and malls, auditoriums, theaters, convention halls, and
the public areas of hotels, flushometer toilets with blowout action may be used
and need not comply with the 1.6 gallons per flush requirement herein.
402.3.3 Any new installation using potable water for cooling equipment at a rate
exceeding one gallon per minute, or operating more than 10 hours in a
twenty-four-hour period, shall be designed to recirculate or reuse the cooling water.
402.3.4 Any new decorative water feature using potable water shall be designed to
recirculate the water used for the feature.
(26) Deleting Section 412.2. Section 412.2 Location of Floor Drains is deleted.
(27) Deleting Sections 413.0 through 413.7.
Sections 413.0 through 413.7 are deleted. Table 4-1 may be used as a
guide only. See department of health Chapter 11, Sanitation, Paragraph 11-11-9 Minimum sanitary
facilities for assembly, school, dorms, restaurant and liquor dispenser type occupancies. See state
department of labor and industrial relations, Division of Occupational Safety and Health, Chapter
67 Sanitation, paragraph 12-76-4, Toilet facilities and lavatories for the required toilet facilities
for employees. (See also UBC amendments Section 303.5 which requires Group A Occupancy
(assembly) area to have two female water closets for every male water closet.)
(28) Amending Section 420.0. Section 420.0 is amended by adding:
(29) Amending Section 501.0. Section 501.0 is amended by adding a second paragraph to
read:
Provisions in NFPA (National Fire Protection Association) Standard No. 211-1996, Chimneys, Fireplaces, Vents
and Solid Fuel Burning Appliances, and Part 7, Venting of Equipment, in the
National Fuel Gas Code, NFPA 54-1996, may be used in lieu of provisions
in this chapter covering the same subject and as guidelines for design, construction
and workmanship.
(30) Deleting Section 503.0. Section 503.0 is deleted.
(31) Adding Section 505.4. Section 505.4 is added to read:
505.4 A vacuum relief valve, dip tube with perforated inlet or an approved
method shall be provided to prevent siphoning in any water heater tank or
hot water boiler tank.
(32) Adding Section 506.3. Section 506.3 is added to read:
506.3 A vacuum relief valve, dip tube with perforated inlet or an approved
method shall be provided to prevent siphoning in any water heater tank or
hot water boiler tank.
(33) Amending Section 507.3.1. Section 507.3.1 is amended by adding to the end thereof:
The upper combustion air duct shall extend horizontally or upwards to the outside
of the enclosure.
(34) Amending Section 507.3.3. Section 507.3.3 is amended by changing the first word "Openings"
to "Ducts."
(36) Amending Section 510.1. Section 510.1 is amended by adding an exception note at
the end thereof to read:
Exception:
(37) Amending Section 510.5. Section 510.5 is amended by adding:
Oahu is in Seismic zone 2A.
(38) Amending Section 511.2. Section 511.2 is amended by changing the first sentence to
read:
Every attic, roof, mezzanine, or platform more than 16 feet (4.9 meters) above
the ground or floor level shall be accessible by a stairway or ladder
permanently fastened to the building.
(40) Adding Sections 512.9 and 512.10. Sections 512.9 and 512.10 are added to read:
512.9 Listed gas fired water heaters need not be provided with a vent
to the exterior when installed in an open parking garage or carport under
the following conditions:
512.10 Listed single and two-family gas fired water heaters rated at less than
55,000 Btuhs need not be provided with a vent extended through the roof
of the building or enclosure when installed outside of the exterior walls of
the building unenclosed or in approved enclosures. Protection of such water heaters from
the weather shall be provided either by the appliance design itself or by
an approved enclosure, when climatic or safety conditions warrant. In addition, such installations
shall meet the following:
(41) Adding Section 601.4 Section 601.4 is added to read:
601.4. Private water systems. Owners of private water systems are responsible for maintaining
the potability of their water systems.
"Public water system" means a system for the provision to the public of
piped water for human consumption, if such system has at least fifteen service
connections or regularly serves an average of at least twenty-five individuals daily at
least sixty days out of the year. Such term includes (1) any collection,
treatment, storage, and distribution facilities under control of the operator of such system
and used primarily in connection with such system, and (2) any such collection
or pretreatment storage facilities not under such control which are used primarily in
connection with such system. A public water system may be privately or publicly
owned or operated.
(42) Amending Section 603.0. Section 603.0 is amended by adding a third paragraph under
"Approval of Devices or Assemblies" thereof to read:
All installations treating, handling, manufacturing or using liquids, chemicals, or waste products which
may be pollutional, dangerous to health or toxic, or having a non-potable auxiliary
water supply shall obtain from the board of water supply the requirements for
an approval of the backflow prevention assembly to be installed after the water
meters and prior to any branches or tees. It shall be the duty
of the person or persons having control of such assemblies to obtain from
the board of water supply the requirements for approved devices before the preliminary
plans, specifications, and drawings are prepared.
(43) Amending Section 603.3.2. Section 603.3.2 is amended to read:
603.3.2 The premise owner or responsible person shall have the backflow prevention assembly
tested by a certified backflow assembly tester at the time of installation, repair,
or relocation or when required by the administrative authority. See the board of
water supply and the department of health regulations for annual testing and reporting
requirements.
(44) Amending Section 603.3.3. Section 603.3.3 is amended by deleting the last sentence:
Installations elevated more than five (5) feet (1.52 m) above the floor or
grade shall be provided with a permanent platform capable of supporting a tester
or maintenance person.
(45) Amending Section 603.4.4.1. Section 603.4.4.1 is amended to read:
603.4.4.1.1. Essentially Nontoxic Transfer Fluids. Fluids having a Gosselin rating of 1, including:
propylene glycol; mineral oil; polydimethylsiloxane, hydrochlorofluorocarbon, chlorofluorocarbon and hydrofluorocarbon refrigerants; and FDA-approved boiler
water additives for steam boilers.
603.4.4.1.2. Essentially Toxic Transfer Fluids. Soil, waste or gray water and fluids having
a Gosselin rating of 2 or more including ethylene glycol, hydrocarbon oils, ammonia
refrigerants and hydrazine.
(46) Adding Section 603.4.12.1 Section 603.4.12.1 is added to read:
603.4.12.1 Labeling of nonpotable water pipes. When nonpotable water is furnished to a
property, the pipes shall be labeled "nonpotable water" above and below ground and
at all outlets. Above ground piping shall be labeled at 8-foot maximum intervals.
Below ground piping shall be continuously labeled except for irrigation piping.
(47) Amending Section 603.4.13 Section 603.4.13 is amended to read:
603.4.13 Potable water supply to carbonators shall be protected by a listed reduced
pressure principle backflow preventer or double check valve with intermediate atmospheric vent as
approved by the administrative authority for the specific use.
(48) Amending Section 603.4.18.1. Section 603.4.18.1 is amended to read:
(49) Amending Section 604.1. Section 604.1 is amended to read:
604.1 Water pipe and fittings shall be of brass, copper, cast iron, galvanized
steel or other approved materials. Asbestos-cement, CPVC, PB, PE, PEX, PEX-AL-PEX, or PVC
water pipe manufactured to recognized standards may be used for cold water distribution
systems outside a building. CPVC, PB, PEX and PEX-AL-PEX water pipe and tubing
may be used for hot and cold water distribution systems within a building.
All materials used in the water supply system, except valves and similar devices
shall be of a like material, except where otherwise approved by the administrative
authority.
(50) Amending Section 605.3. Section 605.3 is amended by deleting the last sentence of
the paragraph and adding at the end of the paragraph:
Exception: When a supply riser serves not more than one plumbing fixture in
each dwelling unit, the fixture supply stop may be used in lieu of
the fullway valve as its isolating shutoff valve. In such an installation, the
supply riser shall be properly located and provided with an accessible fullway valve
at the foot or the top of the riser so that the valves
will isolate not more than twenty dwelling units. The fixture supply stop shall
be an angle valve or stop, straightway stop, screw stop, ball valve, corporation
cock, butterfly valve, plug valve or similar valve. Valves shall not have slip
joints on the valve inlet side.
(51) Adding Section 606.2.4. Section 606.2.4 is added to read:
606.2.4 Copper or copper-alloy tubing to galvanized steel pipe. Joints between copper or
copper-alloy tubing and galvanized steel pipe shall be made with a brass converter
fitting or dielectric fitting. The copper tubing shall be soldered to the fitting
in an approved manner, and the fitting shall be screwed to the threaded
pipe. When dielectric fittings are located below grade, they shall be wrapped as
provided under Section 609.3.1.
(52) Adding Section 607.1. Section 607.1 is added to read:
No gravity tank shall be directly connected to the city water main, but
shall be provided with an over-the-rim-filler, the orifice or outlet of which must
be elevated a distance of six inches (152.4mm) above the overflow. A drain
shall be provided at the bottom of the tank.
(53) Amending Section 608.1. Section 608.1 is amended by adding a new sentence at
the end to read:
The tank and pump installations shall be in accordance with provisions of Sections
603 and 607 of this code and with pertinent rules and regulations of
the health officer, the board of water supply or any other department having
jurisdiction.
(54) Amending Section 608.3. Section 608.3 is amended by deleting the following third paragraph:
In addition to the required pressure or combination pressure and temperature relief valve,
an approved, listed expansion tank or other device designed for intermittent operation for
thermal expansion control shall be installed whenever the building supply pressure is greater
than the required relief valve pressure setting or when any device is installed
that prevents pressure relief through the building supply. The tank or device shall
be sized in accordance with the manufacturer's recommendation.
(55) Amending Section 609.1. Section 609.1 is amended by deleting the last two sentences
of the section and adding at the end a paragraph to read:
The minimum cover shall be 12 inches below finish grade or as approved
by the administrative authority.
(56) Amending Section 609.2. Section 609.2 is amended by changing "as" to "with" in
the first line.
(57) Amending Section 609.2.2. Section 609.2.2 is amended by adding to the last sentence:
unless the sewer line is jacketed with reinforced concrete for a minimum of
five feet on both sides of the point of crossing. Concrete jacket shall
conform to Standard Detail S-5 of the Standard Details for Public Works Construction,
City and County of Honolulu. See also Design Standard of the Department of
Wastewater Management, Volume I, July, 1993, Section 24.11, Protection of Water Systems.
(58) Amending Section 609.3.2. Section 609.3.2 is amended by adding at the end of
the first sentence: "or soldered with 95-5 Tin Antimony solder."
(59) Amending Section 609.6. Section 609.6 is amended by changing "609.6" to "609.7" in
the text.
(60) Amending Table 6-4 Water Supply Fixture Units (WSFU) and Minimum Fixture Branch Pipe
Sizes. Table 6-4 is amended as follows:
(1) Delete the figures under "3 or more Dwellings" and "Heavy-Use Assembly."
Meter and water service sizes shall be subject to approval of the board
of water supply under their rules and regulations.
(62) Amending Table 6-5. Table 6-5 is amended by adding a footnote to read:
Final sizes to be governed by rules and regulations of the board of
water supply.
(63) Amending Section 609.10 Water Hammer. Section 609.10 is amended by changing the first
sentence to read:
All building water supply systems in which quick-acting valves are installed should be
provided with devices to absorb high pressures resulting from the quick closing of
these valves.
(64) [Reserved.]
(65) Deleting Section 701.1.2.
Section 701.1.2 is deleted. (Plastic DWV piping has no height restrictions.)
(66) Amending Section 701.3. Section 701.3 is amended by changing the third sentence to
read:
For flashings or vent terminals -- not less than 2.5 pounds per square
foot (12.2 Kg/square meter).
(67) Amending Table 7-3 Drainage Fixture Unit Values (DFU). Table 7-3 is amended as
follows:
(1) Delete figures under "3 or more Dwellings" and "Heavy-Use Assembly."
Exception: When approved by the administrative authority, other tables of loading limits based
on engineered studies and testings may be used in the sizing of drainage
and vent piping. The administrative authority may require supporting data, prepared and stamped
by a registered professional engineer or architect, submitted for each project. The use
of higher loading limits extracted from different tables for the same project or
drainage system is not permitted.
(69) Deleting Section 704.3. Section 704.3 is deleted.
(70) Amending Table 7-5. Table 7-5 is amended by adding at the end of
Note 4: "or four 1.6 gallons per flush water closets on any horizontal
branch or drain."
(71) Amending Section 707.4. Section 707.4 Exceptions: (1) is amended to read:
(1) Cleanouts may be omitted on a horizontal drain line less than five
(5) feet (1.5 m) in length.
(72) Adding Section 707.15. Section 707.15 is added to read:
707.15 All cleanouts located on the ground floor within any residential occupancy shall
be extended outside of or below the building or shall be extended above
the floor at least six inches (152.4mm) above the flood level rim of
the lowest fixture.
(73) Amending Section 710.1. Section 710.1 is amended to read:
710.1 Drainage piping serving fixtures which have flood level rims located below the
elevation of the next upstream manhole cover of the public or private sewer
serving such drainage piping shall be protected from backflow of sewage by installing
an approved type backwater valve. Where such upstream manhole cover does not exist,
an approved backwater valve shall be installed if the fixtures have flood level
rims below the connecting manhole cover. Fixtures above such elevation shall not discharge
through the backwater valve.
(74) Adding Section 710.3.4. Section 710.3.4 is added to read.
710.3.4 Macerating or grinder type sump pumps shall have a minimum pipe size
of 1-1/4 inches.
(75) Amending Section 710.6. Section 710.6 is amended by adding to the end of
the last sentence of the first paragraph:
or other approved compartment.
(76) Amending Section 711.0. Section 711.0 is amended by deleting "Bathtubs," from the second
sentence and capitalizing the initial letter of "laundries" therein.
(77) Amending Section 713.6. Section 713.6 is amended by deleting the "Exception."
(78) Adding Section 713.7. Section 713.7 is added to read:
713.7 It is unlawful for any person to connect to or to aid
another in connecting to, or to cause a connection to be made to,
or to make use of, the public sewer system of the City and
County of Honolulu without first having filed an application in writing and having
obtained the written approval of the administrative authority.
(79) Adding Section 713.8. Section 713.8 is added to read:
713.8 Building sewer construction shall conform to the requirements for main line sewers
as set forth in the department of wastewater management DESIGN STANDARDS, and in
Chapter 14, Revised Ordinances of Honolulu 1990, as amended, when either of the
following conditions exists:
(80) Adding Section 713.9. Section 713.9 is added to read:
713.9 Sewer lateral connections shall be installed in accordance with Section 14-1.8, Revised
Ordinances of Honolulu 1990, as amended. A 4-inch or appropriate size cast iron
long radius 90 degree bend shall be connected to the lateral from which
shall extend the cast iron, PVC or ABS (Schedule 40) riser and cleanout
vertically to at least one inch above ground except in a sidewalk and
driveway area. In sidewalk and driveway areas, the cleanout shall be flush with
the surface and shall be made of cast iron or brass body with
brass plug.
(81) Amending Section 715.1. Section 715.1 is amended by deleting "two (2) feet (.6m)"
and inserting in lieu thereof "five feet (1.5m)."
(82) Deleting Section 716.0. Section 716.0 is deleted.
(83) Amending Section 717.0. Section 717.0 is amended to read:
Section 717.0. Size of Building Sewers.
(84) Amending Section 718.1. Section 718.1 is amended to read:
718.1 Building sewers shall run in practical alignment and at a uniform slope
of not less than one fourth of an inch per foot (20.9mm per
m) toward the point of disposal. Where it is impractical due to the
depth of the street sewer or to the structural features or to the
arrangement of any building or structure to obtain a slope of one fourth
of an inch per foot (20.9mm per m), any such pipe or piping
four inches (101.6mm) or larger may have a lesser slope when approved engineering
methods have been used to design the system and when such a system
has first been approved by the administrative authority.
(85) Amending Section 718.3. Section 718.3 is amended by deleting "two (2) feet (.6m)"
and inserting in lieu thereof "five feet (1.5m)." At the end of the
last sentence add: "or as approved by the administrative authority."
(86) Amending Section 719.1. Section 719.1 is amended to read:
719.1 Cleanouts shall be placed inside the building near the connection between the
building drain and building sewer or installed between the exterior wall line and
five feet (1.5m) outside the building at the lower end of a building
drain and extended to grade. An approved type of two-way cleanout fitting installed
outside a building or a sewer manhole may be substituted for this cleanout
requirement.
Additional building sewer cleanouts shall be installed at intervals not to exceed one
hundred feet in straight runs and for each aggregate change in direction exceeding
one hundred and thirty-five (135) degrees.
(87) Adding Section 719.7. Section 719.7 is added to read:
719.7 Cleanouts shall be installed immediately upstream of the connection of the city
sanitary sewer system in accordance with the rules and regulations of the department
of wastewater management. Cleanouts in sidewalk and driveway areas shall be flush with
the surface and shall be of cast iron or brass body with brass
plug. The entire cleanout shall be installed within the private property and at
the expense of the property owner.
(88) Amending Section 720.0. Section 720.0 is amended by changing "as" to "with" in
the third line.
(89) Amending Section 720.0. Section 720.0 is amended by adding to the last sentence
thereof, excluding the note thereto, following the words "drain pipe":
unless the sewer line is jacketed with reinforced concrete for a minimum of
five feet on both sides of the point of crossing. Concrete jacket shall
conform to Standard Detail S-5 of the Standard Details for Public Works Construction,
City and County of Honolulu. See also Design Standard of the Department of
Wastewater Management, Volume I, July, 1993, Section 24.11, Protection of Water Systems.
(90) Amending Section 721.1. Section 721.1 is amended to read:
No building sewer or private sewage disposal system or parts thereof shall be
located in any lot other than the lot which is the site of
the building or structure served by such sewer or private disposal system. Provided,
however, a building sewer or private disposal system may be located on an
abutting lot when specifically required by the health officer or other department having
jurisdiction over sewage disposal and provided further that a legal easement over the
abutting lot is first obtained and the plans are approved by the administrative
authority.
(91) Amending Section 722.2. Section 722.2 is amended by adding at its end:
Exception: An abandoned cesspool may be used as an overflow receptor for a
sewage sump with pump discharge when approved by the administrative authority.
(92) Amending Section 722.3. Section 722.3 is amended to read:
722.3 The top cover, access cover or arch over the cesspool, septic tank,
or seepage pit shall be removed before filling and the filling shall not
extend above the top of the vertical portions of the sidewalls or above
the level of any outlet pipe until inspection has been called and the
cesspool, septic tank, or seepage pit has been inspected. After such inspection, the
cesspool, septic tank, or seepage pit shall be filled to the level of
the top of the ground.
(93) Adding Section 724.0. Section 724.0 is added to read:
724.0 Private Sewage Disposal (General).
(94) Deleting Table 7-7. Table 7-7 is deleted.
(95) Amending Section 801.2.1. Section 801.2.1 is amended by deleting the last clause of
the first sentence:
and the maximum developed length shall not exceed fifteen (15) feet (4572 mm).
(96) Amending Section 801.2.3. Section 801.2.3 is amended by deleting the word "airbreak" at
the end of the first sentence.
(97) Amending Section 801.3. Section 801.3 is amended by deleting the last sentence: "The
developed length from the fixture outlet to the receptor shall not exceed five
(5) feet (1524 mm)."
(98) Amending Section 801.5. Section 801.5 is amended by deleting the last clause of
the second sentence: "and shall not exceed fifteen (15) feet (4572 mm)."
(99) Deleting Section 801.7. Section 801.7 is deleted.
(100) Amending Section 803. Section 803 is amended by adding after the last sentence:
Indirect waste piping shall be limited to 15 feet unless approved by the
administrative authority.
(101) Amending Section 804.1. Section 804.1 is amended by adding at the end thereof:
Indirect drains for air conditioning condensate may be installed in toilet or bathroom
areas.
(102) Amending Section 811.0. Section 811.0 is amended by adding the following to the
first paragraph:
An industrial wastewater discharge permit may be required by the Department of Environmental
Services Regulatory Control Branch. See Section 307.3.
(103) Deleting Section 814.0 Refrigeration Wastes. Section 814.0 is deleted.
(104) Deleting Section 815.1 Size. Section 815.1 is deleted.
(105) Adding Section 815.2.3. Section 815.2.3 is added to read:
815.2.3 Condensate wastes shall not drain over a public way.
(106) Deleting Section 903.1.2. Section 903.1.2 is deleted. (ABS and PVC DWV piping are
approved without limitations of building height.)
(107) Amending Section 905.3. Section 905.3 is amended by changing the last sentence to
read:
Vents less than six (6) inches (152.4 mm) above the flood level rim
of the fixture shall be installed with sanitary tees or approved drainage fittings,
material and grade to the drain.
(108) Amending Section 906.6. Section 906.6 is amended by adding:
For pre-fabricated flashingsSheet lead shall be at least 2.5 pounds per square foot.
(109) Amending Section 910.6. Section 910.6 is amended by changing the last sentence to
read:
An accessible cleanout shall be installed in the above-floor portion of each vent
for the combination waste and vent system.
(110) Adding Section 911.0. Section 911.0 is added to read:
Section 911.0 Single-stack System.
(111) Amending Section 1009.1. Section 1009.1 is amended by adding to the last sentence:
See Section 307.3 Industrial Waste Discharge Permits.
(112) Amending Section 1014.1. Section 1014.1 is amended by adding to the last sentence:
See Section 307.3. Industrial Waste Discharge Permits. See also the Department of Environmental
Service Division of Environmental Quality, Regulatory Control Branch, "Policy for Grease Interceptor Program
Compliance, June 1999." Note that this policy may be more stringent than Uniform
Plumbing Code requirements.
(113) Deleting Sections 1014.8 and 1014.9. Sections 1014.8 and 1014.9 are deleted.
(114) Amending Section 1014.10. Section 1014.10 is amended by adding:
See Section 1014.1.
(115) Adding Section 1014.11. Section 1014.11 is added to read:
Each grease trap or interceptor shall have at least twelve inches clearance above
the cover for inspection and maintenance.
(116) Deleting Chapter 11.
Chapter 11 Storm Drainage is deleted. (See Uniform Building Code Section 1506 and
Public Works requirements.)
(117) Amending Section 1201.0. Section 1201.0 is amended by adding at the end thereof:
Compliance with the National Fire Protection Association (NFPA) Standard No. 54-1996, National Fuel
Gas Code will be deemed equivalent to meeting requirements of the Uniform Plumbing
Code.
(118) Amending Section 1204.3.2. Section 1204.3.2 is amended by adding at the end thereof
a sentence to read:
The administrative authority may accept the use of any testing apparatus which has
been approved by a nationally recognized testing laboratory in lieu of the foregoing
air pressure test.
(119) Adding Section 1204.3.3. Section 1204.3.3 is added to read:
1204.3.3 Gas Appliance Installation Inspection:
This inspection shall be made after all gas piping in the system as
authorized has been inspected and approved and the connections of such gas fixtures
and appliances as authorized by permit have been made to the piping system.
This inspection shall include a soap solution test or other approved testing method
of detecting any gas leakage occurring in the connection or attachment and shall
include a determination that the installation meets the requirements and intent of this
code.
(120) Amending Section 1209.1. Section 1209.1 is amended to read:
1209.1 All gas meter locations under the control of the gas supplier shall
be approved by the supplier. All meter locations shall conform to local fire
regulations.
(121) Amending Section 1210.0. Section 1210.0 is amended to read:
1210.0 Material for Gas Piping.
1210.1 Pipe: All pipe used for the installation, extension, alteration, or repair of
any gas piping shall be standard weight wrought iron or steel (galvanized or
black), threaded copper or brass pipe. Threaded copper or brass pipe is restricted
to above ground only. Approved PE pipe may be used in exterior buried
piping systems.
1210.2 Tubing: Seamless copper, aluminum alloy, brass or steel tubing may be used
in lieu of pipe listed in Section 1210.1 for above ground installations only
and shall not be installed in concealed spaces. Copper tubing shall be of
type K or L, or equivalent, having a minimum wall thickness of 0.032
inch. Aluminum alloy shall not be used in exterior locations or where it
is in contact with masonry, plaster or building insulation or is subject to
corrosive wettings. Approved PE tubing may be used in exterior buried piping systems.
Corrugated stainless steel tubing (CSST) shall be tested and listed as to compliance
with construction, installation, and performance requirements for use in interior gas piping systems
per ANSI/AGA LC1-1991, Interior Fuel Gas Piping Systems Using Corrugated Stainless Steel Tubing.
1210.3 All such pipe or tubing shall be either new, or shall previously
have been used for no other purpose than conveying gas; it shall be
in good condition and free from internal obstructions. Burred ends shall be reamed
to the full bore of the pipe or tubing.
1210.4 Fittings, except stopcocks or valves, shall be malleable iron or steel or
wrought iron, and shall be copper or brass when used with copper or
brass pipe or tubing and shall be aluminum alloy when used with aluminum
alloy pipe or tubing. PE fittings, mechanical connectors and transition fittings shall be
of the approved types when used with PE piping or tubing.
1210.5 Valves: All valves and appurtenances used in connection with the above piping
shall be of the type designed and approved for use with fuel gas.
(122) Amending Section 1211.1. Section 1211.1 is amended to read:
1211.1 All pipe joints in the piping system, unless welded, shall be screwed
joints, having approved standard threads. Such screwed joints shall be made up with
approved pipe joint material, insoluble in the presence of fuel gas and applied
to the male threads only. Tubing joints shall either be made with approved
flared gas tubing fittings, or be brazed with a material having a melting
point in excess of 1,000 degrees F.
(123) Deleting Section 1211.2. Section 1211.2 is deleted.
(124) Amending Section 1211.3. Section 1211.3 is amended by amending the Exception note to
read:
Exception: When necessary due to structural conditions, approved type gas piping may be
installed in other locations when permission has first been obtained from the administrative
authority. In non-industrial occupancies, approved machine-wrapped or coated ferrous piping as defined in
Section 1211.5 and Section 1211.7 may be embedded in concrete ground floor when
encased in at least 1-1/2 inches of concrete or may be encased in
an independent concrete jacket with a minimum wall thickness of 1-1/2 inches. The
protective coating shall extend at least one inch above the point of entry
into the slab and above the point of exit from the slab for
the appliance riser. Such piping shall not be in physical contact with other
metallic objects such as reinforcing rods or electrical neutral conductors.
(125) Amending Section 1211.5. Section 1211.5 is amended by changing the third sentence to
read:
Plastic gas piping shall have at least 12 inches (.3m) of earth cover
or other equivalent protection.
(126) Deleting Section 1211.6. Section 1211.6 is deleted.
(127) Amending Section 1211.10. Section 1211.10 is amended to read:
1211.10. Ground-joint unions may only be used at exposed fixture, appliance, or equipment
connections and in exposed exterior locations immediately on the discharge side of a
building shutoff valve. Heavy duty flanged type unions may be used in special
cases, when first approved by the administrative authority. Bushings shall not be used
in concealed locations.
(128) Amending Section 1212.0. Section 1212.0 is amended by adding to the end of
Exception condition (5) the following sentence:
Semi-rigid aluminum tubing shall not be used as an appliance connector.
(129) Amending Section 1214.1. Section 1214.1 is amended to read:
1214.1 Leaks in gas piping shall be located by applying soapy water to
the exterior of the piping, or by use of approved or listed gas
detecting devices.
(130) Amending Section 1216.4. Section 1216.4 is amended to read:
1216.4 The size of the supply pipe outlet for any gas appliance shall
be not less than the size of the inlet connection of that appliance.
(131) Amending Section 1217.3. Section 1217.3 is amended to read:
1217.3 For conditions other than those covered by Section 1217.1, such as commercial,
industrial and multiple units which require longer runs or greater gas demands, the
size of each gas piping system shall be determined by standard engineering methods
acceptable to the administrative authority.
(132) Amending Section 1218.6. Section 1218.6 is amended by amending the first sentence to
read:
Approved engineering methods or Tables 12-5 and 12-6, when corrected for the specific
gravity of the gas utilized, may be used to size gas piping systems
carrying three to five psig (20.7 or 34.5 kPa) gas.
(133) Amending Section 1218.8. Section 1218.8 is amended by deleting "eighteen (18) inches (457.2mm)"
and inserting in lieu thereof "twelve inches (304.8mm)."
(134) Adding Section 1219.0. Section 1219.0 is added to read:
1219.0 Allowable Pressure Drop. The design pressure loss in any piping system under
maximum probable flow conditions, from the point of delivery to the inlet connection
of the gas utilization equipment, shall be such that the supply pressure at
the equipment is greater than the minimum pressure required for proper equipment operation.
(135) Amending Table 12-1. Table 12-1 is amended to read:
Bunsen Burner
3
2
Medical Gas Systems conforming to NFPA 99C-1993 Gas and Vacuum Systems shall be
deemed equivalent to meeting the requirements of this chapter. (Medical Gas Systems are
also governed by Uniform Fire Code Section 74-201.)
(137) Adding Section 1301.3. Section 1301.3 added to read:
Those facilities that do not provide 24 hour patient care shall not be
required to provide alarm systems or multiple supply sources for air, vacuum and
gas systems.
(138) Amending Section 1318.2. Section 1318.2 is amended to read:
1318.2 The medical air compressor shall take its source from the outside atmosphere
and shall not add contaminants in the form of particulate matter, odor or
other gases.
(139) Amending Section 1322.2. Section 1322.2 is amended by changing "twenty-four (24) hours" to
"forty-eight (48) hours."
(140) Amending Section 1323.3. Section 1323.3 is amended by adding:
The licensed mechanical engineer responsible for the design and observation of the system
shall provide a statement that the certification tests of Section 1323.2.1 through 1323.2.10,
as applicable, has been verified and to the best of his/her knowledge complies
with the installation requirements.
(141) Amending Chapter 14 Mandatory Referenced Standards.
Chapter 14 is amended by deleting the word "Mandatory."
(142) Deleting Appendix D, Rainwater Systems. Appendix D is deleted.
(144) Deleting Appendix G, Graywater Systems for Single Family Dwellings. Appendix G is deleted.
(145) Amending Appendix H, Recommended Procedures for Design, Construction and Installation of Commercial Kitchen
Grease Interceptors.
Appendix H is amended by adding at the end of H101.0 General, the
following:
See Department of Environmental Services "Policy for Grease Interceptor Program Compliance, June 1999,"
Attachment 2, Grease Interceptor Sizing Criteria.
(146) Deleting Appendix I Installation Standards.
Appendix I Installation Standards are deleted and formally not adopted as part of
the code but are included for the convenience of the users.
(147) Deleting Appendix J Reclaimed Water Systems for Nonresidential Buildings.
Appendix J is deleted.
(148) Deleting Appendix K, Private Sewage Disposal Systems.
Appendix K is deleted. (Private sewage disposal systems are governed by Hawaii Administrative
Rules, Title 11, State Department of Health, Chapter 62, Wastewater Systems.)
Article 5. Plumbing Work Within Flood Hazard Districts
Sec. 19-5.1 Applicability.
Sec. 19-5.2 Definitions.
Sec. 19-5.3 Drainage (plumbing) systems.
Sec. 19-5.4 Private sewage disposal/treatment.
Sec. 19-5.5 Water supply.
Sec. 19-5.6 Plumbing systems in special floodproofed conditions.
Article 6. Violations and Penalties
Sec. 19-6.1 General.
Sec. 19-6.2 Notice of violation.
Sec. 19-6.3 Criminal prosecution.
Sec. 19-6.4 Administrative enforcement.
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