2020-05-15 MFD
MERIDIAN FIRE DEPARTMENT
STAFF REPORT
DATE: 5/15/2020
TO: Sonya Allen
REVIEWER: Joseph Bongiorno, Deputy Chief of Prevention 208-888-1234
SUBJECT: H-2020-0048
PROJECT NAME: Tara’s Landing
Fire Department Summary of Report:
Overview: This project can be serviced by the Meridian Fire Department.
1. Fire Response Time Travel time from nearest fire station (level of service expectation goal = 5 minutes)
This development falls within the 5 minute response time area as shown on the priority growth map.
It is nearest to Fire Station 5. This fire station is approximately 2.5 miles from the project.
2. Resource reliability Current reliability of closest fire station (Reliability Goal is 80% or greater)
This development is closest to Fire Station 5. Current reliability is 80% from this station and does
meet the targeted goal of 80% or greater.
3. Risk Identification Risk Factor (1=residential, 2=residential with hazards, 3=commercial,
4=commercial with hazards, 5=industrial)
This proposed commercial development has a risk factor of 1, in which current resources would be
adequate to supply service to this propose project. Hazards may be found once the development is
completed.
4. Accessibility Roadway Access, traffic, Radio Coverage
This project meets all required access, road widths and turnarounds. The emergency access have
wrench resettable knock over bollards as described below in the IFC comments. The access shall also
be maintained 365 days a year for fire, EMS and police responses. The cul-d-sac shall be signed “No
Parking Fire Lane” per appendix D of the 2015 IFC. One sign on each side of the entrance and one at
the head of the cul-d-sac.
5. Specialty/Resource needs
a. Aerial device needed for development (more than 30’ in height)?
i. If yes, is one available within a 12 minute travel time goal
This proposed project will not require an aerial device. The closest truck company is 14 minutes
travel time (under ideal conditions) to the proposed development, and therefore the Fire Department
cannot meet this need in the required timeframe if a truck company is required. This fire station is
approximately 7.3 miles from the project
b. Other specialty needs (water rescue, hazmat, and technical rescue)?
i. If yes, is one available within a 5 minute travel time?
In the event of a hazmat event, there will need to be mutual aid required for the
development. In the event of a structure fire an additional truck company will be required. This
will require additional time delays as a second truck company is not available in the city.
6. Water Supply (list expectations)
Water supply for this proposed development requires 1000 gallons per minute for one hour.
(Approximate – see appendix B of the 2015 International Fire Code) The fire flow requirements may
be less if the building is fully sprinklered.
7. Other Comments
Project specific comments are listed below.
***All IFC code sections per 2015 IFC or as noted***
RESOURCE AVAILABILITY - Fire Flow and Water Supply:
1. Fire Flow: One and two family dwellings not exceeding 3,600 square feet require a fire-
flow of 1,000 gallons per minute for a duration of 1 hours to service the entire project.
One and two family dwellings in excess of 3,600 square feet require a minimum fire flow
as specified in Appendix B of the International Fire Code. Fire Hydrant spacing shall be
provided as required by Appendix C of the International Fire Code.
2. Water Supply: Final Approval of the fire hydrant locations shall be by the Meridian Fire
Department or their designee in accordance with International Fire Code Section (IFC)
508.5.4 as follows:
a. Fire hydrants shall have a Storz LDH connection in place of the 4 ½” outlet. The
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Storz connection may be integrated into the hydrant or an approved adapter may be
used on the 4 1/2" outlet.
b. Fire hydrants shall have the Storz outlet face the main street or parking lot drive aisle.
c. Fire hydrants shall be placed on corners when spacing permits.
d. Fire hydrants shall not have any vertical obstructions to outlets within 10’.
Fire hydrants shall be placed 18” above finished grade to the center of the Storz
e.
outlet.
f. Fire hydrants shall be provided to meet the requirements of the Meridian Water Dept.
Standards.
g. Show all proposed or existing hydrants for all new construction or additions to
existing buildings within 1,000 feet of the project.
3. Water Supply: Where a portion of the facility or building hereafter constructed or moved
into or within the jurisdiction is more than 400 feet (122 m) from a hydrant on a fire apparatus
access road, as measured by an approved route around the exterior of the facility or building,
on-site fire hydrants and mains shall be provided where required by the code official as
set forth in International Fire Code Section 507.5.1. For buildings equipped throughout
with an approved automatic sprinkler system installed in accordance with Section
903.3.1.1 or
903.3.1.2 the distance requirement shall be 600 feet (183).
a. For Group R-3 and Group U occupancies, the distance requirement shall be 600 feet
(183 m).
b. For buildings equipped throughout with an approved automatic sprinkler system
installed in accordance with Section 903.3.1.1 or 903.3.1.2, the distance requirement
shall be 600 feet (183 m).
ACCESSIBILITY - Fire Department Roadways, Access and Addressing:
4. Roadways: In accordance with International Fire Code Section 503.2.5 and Appendix D,
any roadway greater than 150 feet in length that is not provided with an outlet shall be
required to have an approved turn around. Phasing of the project may require a temporary
approved turn around on streets greater than 150' in length with no outlet. Cul-D-Sacs shall
be 96’ in diameter minimum and shall be signed “No Parking Fire Lane” per International
Fire Code Sections 503.3 & D103.6. There shall be two no parking fire lane signs on each
side of the entrance to the Cul-D-Sac and one sign at the head.
5. Roadways: When required by the Fire Marshall, “No Parking Fire Lane” signs shall be
used per appendix D of the 2015 IFC. No other signs shall be approved:
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6. Roadways: All entrances, internal roads, drive aisles, and alleys shall have a turning radius
of 28’ inside and 48’ outside, per International Fire Code Section 503.2.4.
7. Roadways: Private Alleys and Fire Lanes shall have a 20’ wide improved surface
capable of supporting an imposed load of 80,000 lbs. All roadways shall be marked “No
Parking Fire Lane” per International Fire Code Sections 503.3 & D103.6.
8. Roadways: Requirements for dead-end fire apparatus access roads that are between 500’-
750’ in length are as follows: 1) Roadways shall be built to Ada County Highway District
cross section standards and have a clear driving surface of 26-feet in width available at all
times and shall have no parking. Both sides of the street shall be signed “No Parking Fire
Lane” per appendix D of the IFC; 2) Streets less than 32-feet in width shall have no parking
on one side. One side of the street shall be signed “No Parking Fire Lane” per appendix D of
the IFC; and 3) Streets more than 39-feet in width shall be allowed to have parking on
both sides. These measurements shall be based on the drivable surface dimension. Special
approval is required for access roads over 750’ in length per International Fire Code Section
D103.6.1 and D103.6.2. The roadway shall be able to accommodate an imposed load of
80,000 GVW.
9. Roadways: To increase emergency access to the site a minimum of two points of access
will be required for any portion of the project which serves more than 30 homes, as set
forth in International Fire Code Section D107.1. The two entrances should be separated by
no less than ½ the diagonal measurement of the full development as set forth in International
Fire Code Section D104.3. The applicant shall provide an additional stub street to the
property. .
10. Roadways: The roadways shall be built to Ada County Highway District cross section
standards and have a clear driving surface. Streets less than 26’ in width shall have no on-
street parking. Both sides of the street shall be signed “No Parking Fire Lane” per appendix D
of the IFC; streets less than 32’ in width shall have parking only on one side. One side of the
street shall be signed “No Parking Fire Lane” per appendix D of the IFC. These measurements
shall be based on the drivable surface dimension exclusive of shoulders. The roadway shall
be able to accommodate an imposed load of 80,000 GVW as set forth in International
Fire Code Section 503.2.1 and D103.6.1 and D103.6.2.
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11. Roadways: Emergency response routes and fire lanes shall not be allowed to have traffic
calming devices installed without prior approval of the Fire Code Official. National Fire
Protection IFC 503.4.1.
12. Access: Fire lanes, streets, and structures (including the canopy height of mature trees) shall
have a vertical clearance of 13’6 as set forth in International Fire Code Section 503.2.1.
13. Access: Operational fire hydrants, temporary or permanent street signs, and access roads with
an all-weather surface are required to be installed before combustible construction material
is brought onto the site, as set forth in International Fire Code Section (IFC) 501.4.
Access:
14. Secondary emergency access routes shall be protected from illegal entry by a
gate or collapsible bollards as set forth in IFC 503.5. An example would be the
MaxiForce Collapsible bollards that is hydrant wrench activated or an approved
equal.
15. Access: All portions of the buildings located on this project must be within 150’ of a
paved surface as measured around the perimeter of the building as set forth in International
Fire Code Section 503.1.1.
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