[Adopted 8-13-1996 (Ch. 10, Art. VIII, of
the 1985 Code of Ordinances)]
[Amended 8-12-2003]
This Part 6 shall apply to all new plats, subdivisions,
complexes, buildings and structures, for which a building permit is
issued on or after August 1, 1996, excluding one- and two-family houses
within lots existing as of August 1, 1996, or within subdivisions
for which at least preliminary, approval has been granted by the Planning
Board as of August 1, 1996.
A.Â
Every building to which this Part 6 applies shall
be provided with an adequate water supply defined as needed fire flow
in gallons per minute (GPM) for fire fighting. Needed fire flow is
generally defined as:
[Amended 8-12-2003]
(1)Â
The needed fire flow for all buildings to which this
Part 6 applies, which is equal to the flow computed using the procedure
outlined in the Insurance Services Office (ISO), Fire Suppression
Rating Schedule (1980) Needed Fire Flow Formula.
(2)Â
The needed fire flow shall meet the minimum requirements
of the National Fire Protection Association (NFPA) 24, Standard on
the Installation of Private Fire Service Mains and Their Appurtenances
(1995 Edition) or NFPA 1142, as amended, Standard on Water Supplies
for Suburban and Rural Fire-Fighting (1993 Edition), where no recognized
water distribution exists.
(3)Â
Any plat, subdivision or complex to which this Part
6 applies using wells for domestic water with no plans for a water
system that includes fire hydrants for fire protection shall meet
the minimum water supply provisions of NFPA Standard 1142, as amended.
B.Â
The proposed water supply for fire protection for
any construction governed by this Part 6 shall be approved by the
Fire Chief before a building permit is issued for any building or
structure, including the placing of combustible or flammable supplies
or materials on site. Prior to the issuance of a certificate of occupancy,
the Building Official shall require signed confirmation from the applicable
water district that the new water system has been installed in accordance
with this Part 6 and the approved construction drawings.
C.Â
All references to fire hydrants shall include all
public and private fire hydrants and their systems. Any reference
to authority having jurisdiction in this code or a referenced code
or standard shall mean the Smithfield Fire Chief.
D.Â
When a water main is installed for fire protection
and domestic use, the main size shall be adequate to meet combined
domestic and fire flow requirements.
E.Â
The needed fire flow shall be available at all times,
and shall be available a minimum of one hour for flows of 1,500 gpm
or less at a minimum of 20 psi residual, or for two hours for flows
of greater than 1,500 gpm at a minimum of 20 psi residual (NFPA) 1141,
Standard for Fire Protection in Planned Building Groups (1990 Edition).
F.Â
All water supply structures such as cisterns shall
be transferred to the Town of Smithfield as a condition of the approval
of the subdivision. The Planning Board shall require maintenance guarantees
for such structures in accordance with the Subdivision Regulations[1] and shall require that all warranties for such structures
be assigned to the Town of Smithfield.
[Added 8-12-2003]
A.Â
The needed fire flow for one- and two-family dwellings
at 20 psi not exceeding two stories in height is determined as follows:
Distance Between Buildings
(in feet)
|
Needed Fire Flow
(gallons per minute)
|
---|---|
Over 100
|
500
|
31 to 100
|
750
|
11 to 30
|
1,000
|
10 or less
|
1,500
|
B.Â
The needed fire flow for all other buildings shall
be determined on an individual building basis by the Fire Chief or
his designee. The needed fire flow for an individual building shall
be computed from the ISO formula:
NFF = (C)(O) [1 + (x + P)]
| ||
NFF = Needed fire flow
C = Construction factor:
| ||
*
*
|
Considers the area of the subject building
Considers the construction class (wood, masonry,
fire resistant, etc.)
| |
O = Occupancy factor:
| ||
*
|
Considers the combustibility of the materials
in the subject building.
| |
x = Exposure factor:
| ||
*
|
Considers the fire spread between the subject
building and the adjacent buildings (length and height of building,
and openings in exposed walls)
| |
P = Communications factor:
| ||
*
|
Considers the protection provided in the communicating
walls, the construction of the walls, and the length of the walls.
|
C.Â
One- and two-family dwellings and all other buildings
completely protected by an approved and operational fixed suppression
system may reduce the required needed fire flow by up to 50%. The
actual reduction, if any, shall be approved by the Fire Chief.
All water main extensions approved after August
1, 1996, shall be a minimum of eight-inch ID.
A.Â
All private and public yard hydrant systems shall
conform to standards set by the Fire Chief and applicable ISO, NFPA,
and AWWA standards, whichever shall provide the greatest level of
fire protection.
[Amended 8-12-2003]
B.Â
Fire hydrants shall be properly installed in accordance
with American Water Works Association (AWWA) M17, Installation, Field
Testing, and Maintenance of Fire Hydrants (Third Edition).
C.Â
Yard hydrants shall be properly installed in accordance
with NFPA 24, Standard on Installation of Private Fire Service Mains
and Their Appurtenances (1995 Edition).
D.Â
All existing fire hydrants shall be maintained by
the hydrant owner to the standards set in AWWA M17.
E.Â
Hydrant owners shall immediately notify the Fire Department
of any hydrant that is out of service, and shall subsequently notify
the Fire Department when the hydrant is placed back in service.
F.Â
Hydrants shall be maintained by the hydrant owner
and be usable at all times.
G.Â
Hydrants and water supplies provided in planned building
groups shall comply with NFPA 1141.
No person shall remove, tamper with, or otherwise
disturb, use, or operate any fire hydrant or fire appliance required
to be installed or maintained under the provisions of this Part 6
except for the purpose of extinguishing fire, training purposes, recharging,
or making necessary repairs, or when permitted by the hydrant owner.
When a fire appliance is removed as herein permitted, it shall be
replaced or reinstalled as the purpose for which it was removed has
been accomplished.
A.Â
Location and spacing of all public fire hydrants and
yard hydrants shall be determined by the ISO Needed Fire Flow demand
based on the type, size, occupancy, and exposure of structures, and
shall be approved by the Fire Chief prior to installation.
B.Â
The allowance for each fire hydrant at 20 psi residual
used to deliver the calculated needed fire flow as determined by NFPA
1231 is as follows:
(1)Â
Allow up to 1,000 gpm for each hydrant within 300
feet of the building.
(2)Â
Allow up to 670 gpm for each hydrant within 301 feet
to 600 feet of the building.
(3)Â
Allow up to 250 gpm for each hydrant within 601 to
1,000 feet of the building.
(4)Â
Allow no needed fire flow (0 gpm) for each hydrant
more than 1,000 feet from the building.
C.Â
All fire hydrants shall be clear of all obstructions
eight feet from the hydrant in all directions.
D.Â
All Fire Department connections (to sprinkler and
standpipe systems) shall be within 50 feet of a municipal fire hydrant
capable of providing the water flow demand of the fire protection
systems.
E.Â
In the one- and two-family detached residential areas,
hydrants shall be installed along the water main so that all units
are within 300 feet (maximum spacing of 600 feet) of a hydrant. If
all of the dwellings, to be served by a hydrant, are equipped with
an approved complete residential fixed suppression system, hydrants
may be installed along the water main, so that all units are within
500 feet (maximum spacing of 1,000 feet) of a hydrant.
F.Â
In all other cases, the fire hydrants shall be placed
so that the total allowance for the hydrants within 1,000 feet of
the building is at least equal to the needed fire flow calculated.
In no case shall the spacing between hydrants exceed 500 feet.
A.Â
New hydrants shall be fire flow tested by the hydrant
owner in accordance with NFPA 291, Standard on Fire Flow Testing and
Marking of Hydrants (1995 Edition) and AWWA M17 prior to being placed
in service for Fire Department use. Documentation of the results of
the flow testing shall be copied to the Smithfield Fire Department
before the fire hydrant can be accepted and used.
B.Â
Existing hydrants that have been out of service shall
be tested in conformance with NFPA 291 and AWWA M17 by the hydrant
owner before being placed back in service for Fire Department use.
A copy of the test results shall be forwarded to the Fire Department
within 30 days of the testing.