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Honolulu, HI Code of Ordinances
THE REVISED ORDINANCES OF HONOLULU
TITLE I: ADMINISTRATION
CHAPTER 1: GENERAL PROVISIONS
CHAPTER 2: THE MAYOR AND EXECUTIVE AGENCIES - ADDITIONAL POWERS, DUTIES, AND FUNCTIONS
CHAPTER 3: ADDITIONAL BOARDS, COMMISSIONS, AND COMMITTEES
CHAPTER 4: ADDITIONAL POWERS AND DUTIES OF COUNCIL AND LEGISLATIVE AGENCIES
CHAPTER 5: SALARIES, EMPLOYMENT, AND BONDING REQUIREMENTS OF ELECTED OFFICIALS AND NON-CIVIL-SERVICE OFFICERS
TITLE II: TAXATION AND FINANCES
CHAPTER 6: FUNDS, FEES, AND LOAN PROGRAMS
CHAPTER 7: RESERVED
CHAPTER 8: REAL PROPERTY TAX
CHAPTER 8A: TAXATION OF TRANSIENT ACCOMMODATIONS
TITLE III: MISCELLANEOUS REGULATIONS
CHAPTER 9: BOTANICAL GARDENS
CHAPTER 10: PUBLIC PARKS AND RECREATION FACILITIES
CHAPTER 11: CHILD CARE
CHAPTER 12: ANIMALS AND FOWLS
CHAPTER 13: STREETS, SIDEWALKS, MALLS, AND OTHER PUBLIC PLACES
CHAPTER 14: PUBLIC WORKS INFRASTRUCTURE
TITLE IV: TRAFFIC AND VEHICLES
CHAPTER 15: TRAFFIC AND VEHICLES
CHAPTER 15A: REGULATIONS OF VEHICLES
CHAPTER 15B: PUBLIC TRANSIT
TITLE V: BUILDING AND CONSTRUCTION CODES
CHAPTER 16: BUILDING CODE
CHAPTER 16A: HOUSING CODE
CHAPTER 16B: BUILDING ENERGY CONSERVATION CODE
CHAPTER 16C: BUILDING MANAGEMENT
CHAPTER 17: ELECTRICAL CODE
CHAPTER 18: FEES AND PERMITS FOR BUILDING, ELECTRICAL, PLUMBING, AND SIDEWALK CODES
CHAPTER 18A: GRADING, SOIL EROSION, AND SEDIMENT CONTROL
CHAPTER 19: PLUMBING CODE
CHAPTER 20: FIRE CODE OF THE CITY AND COUNTY OF HONOLULU
TITLE VI: LAND USE
CHAPTER 21: LAND USE ORDINANCE
CHAPTER 21A: FLOOD HAZARD AREAS
CHAPTER 22: SUBDIVISION OF LAND
CHAPTER 23: STATE LAND USE CLASSIFICATION
CHAPTER 24: DEVELOPMENT PLANS
CHAPTER 25: SPECIAL MANAGEMENT AREAS
CHAPTER 26: SHORELINE SETBACKS
CHAPTER 27: COMMUNITY FACILITIES DISTRICTS
CHAPTER 28: SPECIAL IMPROVEMENT DISTRICTS
CHAPTER 29: AFFORDABLE HOUSING REQUIREMENTS
CHAPTER 30: WATER MANAGEMENT
CHAPTER 31: COMMUNITY ECONOMIC DEVELOPMENT
CHAPTER 32: AFFORDABLE RENTAL HOUSING
CHAPTER 33: DEVELOPMENT AGREEMENTS
CHAPTER 33A: IMPACT FEES FOR TRAFFIC AND ROADWAY IMPROVEMENTS IN EWA
TITLE VII: BUSINESS
CHAPTER 34: REGULATION OF BUSINESSES
CHAPTER 35: INCENTIVES FOR BUSINESS TO CREATE NEW JOBS
CHAPTER 36: COMMON CARRIERS
TITLE VIII: PROPERTY
CHAPTER 37: REAL PROPERTY TRANSACTIONS INVOLVING THE CITY AND COUNTY OF HONOLULU
CHAPTER 38: LEASE AND RENTAL OF CITY REAL PROPERTY, INCLUDING FEES
CHAPTER 39: MAXIMUM ANNUAL RENEGOTIATED LEASE RENT
CHAPTER 40: OFFENSES RELATING TO PROPERTY
TITLE IX: PUBLIC HEALTH, SAFETY, AND SANITATION
CHAPTER 41: PUBLIC HEALTH AND SAFETY
CHAPTER 42: COLLECTION AND DISPOSAL OF REFUSE
CHAPTER 43: SEWERS, DRAINAGE, AND CESSPOOLS
PARALLEL REFERENCES
TABLES
§ 16-4.3 Sprinkler requirements.
(a)   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.
(b)   Spacing of sprinklers. The maximum width of roof with one row of sprinklers shall be as follows:
 
Roof Slope
Orifice Size
Width of Roof
1:3 or greater
3/8-inch
15 feet
1:3 or greater
1/2-inch
20 feet
1:3 or greater
17/32-inch
25 feet
Less than 1:3
3/8-inch
10 feet
Less than 1:3
1/2-inch
15 feet
Less than 1:3
17/32-inch
20 feet
 
Maximum spacing of sprinklers on branch lines (along ridge) shall be as follows: 3/8-inch orifice—6 feet; 1/2-inch orifice—8 feet; 17/32-inch orifice—10 feet.
Conical roofs may be protected with one sprinkler at the apex if the diameter of the roof does not exceed the width of roof referred to above.
Where the width of a roof exceeds the width allowed for one row of sprinklers, as provided in the table above, two or more rows of sprinklers shall be required. The rows of sprinklers shall be placed such that the entire roof area is protected.
(c)   Areas protected.
(1)   Each area (zone) of thatched material that is separated from another thatched area by an open space of 20 feet or more or by noncombustible construction of 20 feet or more shall be considered a separate area (zone).
(2)   Risers to each separate zone shall not be less than that shown in subsection (e), except as modified as follows.
(A)   More than one zone may be protected by one valve, if the supply is adequate.
(B)   If 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 a subzone control valve; there is at least a 10 percent overlap in coverage of adjoining subzones; and operation of the manual control valves will automatically transmit an alarm to the fire department.
(d)   Water supply. The sprinkler 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:
(1)   Flow per sprinkler for the largest zone, with residual pressure at the highest sprinkler at 15 pounds per square inch with all heads operating, shall be as follows:
 
Orifice Size
Gallons Per Minute
3/8-inch
15
1/2-inch
20
17/32-inch
25
 
(2)   The flow shall be hydraulically calculated so as to discharge at least 0.11 gallons per minute per square foot of surface area to be sprinklered.
(e)   Riser and pipe size. Pipe sizes shall be determined from the flow as calculated above. However, no pipe less than 1 inch in size shall be used. The following table may be used in conjunction with this flow calculation for the selection of pipe or riser sizes.
 
Orifice Size
Pipe or Riser Size
1 inch
1-1/4 inches
1-1/2 inches
2 inches
2-1/2 inches
3 inches
3-1/2 inches
4 inches
No. of Sprinklers
3/8-inch
3
4
7
11
21
37
40
40
1/2-inch
2
3
5
8
15
27
40
40
17/32-inch
1
2
4
6
11
19
30
38
 
(f)   Number of sprinklers served. The number of sprinklers on a branch line shall not exceed six. Center feed shall be used for six or more sprinklers. The number of sprinklers under control of each control valve shall not exceed 40. At the location of each valve, there shall be a drain connection and a 1/4-inch valve outlet test connection to accommodate a pressure gauge.
(g)   Material installed above grade.
(1)   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.
(2)   Valves shall be the 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.
(h)   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.
(Sec. 16-4.3, R.O. 1978 (1987 Supp. to 1983 Ed.)) (1990 Code, Ch. 16, Art. 4, § 16-4.3) (Am. Ords. 90-57, 97-16)