HomeMy WebLinkAbout37-05 RESOLUTION• •
RESOLUTION NO. 37-05
A RESOLUTION AUTHORIZING THE FAYETTEVILLE FIRE
DEPARTMENT TO APPLY FOR AND ACCEPT A DEPARTMENT
OF HOMELAND SECURITY FIRE GRANT FOR
APPROXIMATELY $200,000.00 TO UPGRADE THE COMPUTER
AIDED DISPATCH SYSTEM AND PROCURE ADDITIONAL
TRAINING EQUIPMENT
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council of the City of Fayetteville, Arkansas
hereby authorizes the Fayetteville Fire Department to apply for and accept a
Department of Homeland Security FIRE Grant for approximately $200,000.00 to
upgrade the Computer Aided Dispatch System and procure additional training
equipment.
PASSED and APPROVED this 1st day of March 2005.
.................
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APPROVED:
By: d 01/14A,A, n
SONDRA SMITH, City Clerk
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City Council Meeting of March 1, 2005 f/r.2
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CITY COUNCIL AGENDA MEMO
To: Mayor and City Council
From: Chris Bosch, Fire Chief
Date: February 7, 2005
Subject: A Resolution providing the Fire Department with Council approval to submit a request for, and accept,
funding from, the Department of Homeland Security through the Federal Emergency Management Agency's
2005 FIRE Act Grant program.
RECOMMENDATION
Approval of the above mentioned Resolution.
BACKGROUND
Over the past three years the Fire Department has submitted funding requests to the Department of
Homeland Security, through the FIRE Act, in an attempt to acquire funding for three distinct projects;
replacement of fire fighter turnout gear, development of a Fire Fighter Wellness & Fitness Program and the
acquisition of a fire training simulator. We were successful in our attempts during the 2002 and 2003
funding cycles and have utilized the funds received to improve the level of safety and health for our
personnel.
DISCUSSION
During the 2005 grant program we plan on submitting a request for approximately $200,000 to help fund
-several technology upgrades related to our CAD/RMS system and purchase several pieces of hardware that
will enhance our communication capability and bnng the Fire Department in line with the recent upgrades
undertaken by the Police Department. We also plan on submitting a supplemental request for additional
training equipment to assist the Department m its efforts to improve the quality of service we currently
provide to the community.
BUDGET IMPACT
Under the new guidelines for the FIRE Act Program matchmg fund requirements for cities with populations
> 50,000 has been reduced to 20% of the original request. The Fire Department's matching portion of this
grant, which is $40,000, will come from our Act 833 funds for 2005. These funds are received on a
quarterly basis and in 2004 the Fire Department received in excess of $50,000 from this program.
•
RESOLUTION NO.
A RESOLUTION AUTHORIZING THE FAYETTEVILLE FIRE
DEPARTMENT TO APPLY FOR AND ACCEPT A DEPARTMENT
OF HOMELAND SECURITY FIRE GRANT FOR
APPROXIMATELY $200,000.00 TO UPGRADE THE COMPUTER
AIDED DISPATCH SYSTEM AND PROCURE ADDITIONAL
TRAINING EQUIPMENT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS•
Section 1. That the City Council of the City of Fayetteville, Arkansas
hereby authorizes the Fayetteville Fire Department to apply for and accept a
Department of Homeland Security FIRE Grant for approximately $200,000;60 to
upgrade the Computer Aided Dispatch System and procure addition; ai e g
equipment.
PASSED and APPROVED this 1st day of Marth:
APPRO
By=
lerk
ODY, Mayor
• •
PROPOPSED GIS FIRE GRANT OVERVIEW
The Fayetteville Fire Department is applying for this grant to fund a formal fire risk analysis
system in the form of a Geographic Information System (GIS) with 17 rugged Tablet PCs in
command vehicles and all fire apparatus. This system will have basic street layout, parcels
with 911 address and hydrant locations for our primary response area as the base map.
The Fayetteville Fire Department would like to utilize GIS technology as part of our risk
management and operational response tool. Central Dispatch already has much of the Geo -
data in their New World Systems Public Safety — Cad Mapping program needed to implement
much of this program (The Fayetteville Police Department has recently been approved to
equip 29 vehicles with this laptop and software to aid in their dispatching).
The mobile computers in command units will serve as work stations and become an integral
component of future communication and information system. This GIS will enable us to put
multiple databases in the hands of fire management for making sound judgments. Officers in
charge of the incident (Incident Commanders) can also use the data for managing the incident.
Assigning response units, potential exposures, potential staging areas, evacuation shelters and
other data can assist the Incident Commander in overall Incident Management.
Under this Computer Aided Dispatching (CAD) the department will be able to access:
• CAD Messaging
o Allows units to talk directly to dispatcher without tying up radio
traffic. Also allows for no voice response and arrival at incident.
• Call Scheduling
o Allows to schedule calls for a later date (parades, events)
• Call Stacking
o Prioritizes calls when calls become backed up
• Unit Recommendations
o Recommends which units are closest and available for the call
• GEO-File Verification
o Verifies address and locations when a call is received
• Hydrant Tracking
o Determines location of nearest hydrants to the incident
• Hazard and Location Alerts
o Locates hazards throughout the city as noted in our pre -fire plans and
any other repeat calls made from that location
• Interface to Aegis/MSP Fire Records
o Allows officers to retrieve information straight from NFIRS reports
and allows them to add data on the scene
• Note Pads
o Allows for unit to unit conversation without tying up radio traffic and
to keep records until information is logged
• Cad Mapping
o Allows for Street Maps and quickest route from inside the cab
•
• Automatic Vehicle Location (AVL)
o Allows for dispatching of unit closest to the call and tracking of all fire
department units
Fire Department personnel have spent hundreds of hours compiling information on businesses
and public buildings but have no way to cross reference info, timely retrieval of info, and
many times have had to research the same material over. Keeping records tied to a geographic
location allows multiple queries by clicking a mouse and configuring layers of info to view.
The data stays consistent and improves with regular updates.
The type of information and data that could be important to these responders to access first
and fast includes but is not limited to the following types of primary data:
1. Standpipe and Sprinkler connections
2. Utilities:
a. Overhead electric wires
b. Underground gas etc lines
c. Connections/boxes
3. Building occupancy types
4. Building construction
5. Exposures
6. Floor Plans
7. Hospitals
8. Schools
9. Parks
10. Churches
GIS is a valuable tool for investigating and analyzing sites to locate and relocate fire
stations. Response time allocation, future population projections, development pattems,
and data from existing 911 calls are analyzed in the GIS to identify fire station locations
that would provide the best coverage to this growing city. Built upon this geography, we
will be able to create layers of information (or geo-code) from past fire locations, by time
and cause, from our current New World incident reporting software.
The GIS equipment will include one plotter and one color printer for publishing maps for
analysis, incident command, public meetings, prevention initiatives, etc. Training for our
GIS technician will also be funded through this grant and will be conducted in hands-on
live training sessions. Certificates of completion are provided upon completion of the
class
The Fire Department sees GIS as a tool they can use to make Fayetteville a safer community
and to make their jobs as fire fighters safer as well. The more information a fire fighter has en
route to a fire and when he enters a burning building, the better the chances are that there will
be no loss of lives and less fire damage to the structure
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• •
SPECIFICATIONS FOR
A UVE FIRE TRAININGISIMULATOR STRUCTURE
WHP Trainingtowers
1.0 PURPOSE:
1.0.1 This building shall be used to provide training for firefighters in a controlled simulated environment, which is
commensurate with actual fire conditions.
These specifications shall be used in conjunction with the drawings for dimensions, features, and exact configuration of the
training structure.
General:
1.0.2 The complete simulator unit shall consist of varying sections, connected, each having different roof heights, and
different quantities of window and door openings. The primary structural and seismic design shall be in accordance with
the building code goveming over the project site. Due to the nature of the intended use, egress and fire code
requirements are not expected to satisfy the code criteria for buildings intended to accommodate public occupancy; however,
it shall conform to NFPA and OSHA standards and structural building code requirements where applicable.
1.0.3 Concrete foundation for the structure shall be designed for linear loading with 8" stem walls and spread footings. The
foundation design and installation shall be covered in other sections of this specification and drawings. Foundation and
concrete are not part of this section and are supplied by others.
1.0.4 Drawings shall be a part of this package and will indicate the size and layout of the simulator. The number of doors,
windows, stairs, and specific items to be part of this bid package shall be indicated on the drawings.
2.0 SUPPLIER QUALIFICATIONS:
2.0.1 Supplier shall submit with proposal a listing of projects showing location of completed structures, and type of structure
supplied.
2.0.2 Supplier shall have a minimum of ten years experience in the fire training simulator industry.
3.0 SHOP AND EQUIPMENT DRAWINGS:
3.0.1 Supplier will submit two (2) sets of drawings detailing anchor bolt locations and typical foundation layout within 4 weeks
following receipt of order.
3.0.2 Supplier shall submit two (2) sets of assembly drawings and two (2) sets of general drawings concurrent with shipment
of materials.
3.0.3 All component structural parts shall have an identification number on the part, which corresponds with the same part
number on the assembly drawings.
4.0 ITEMS TO BE INCLUDED IN PROPOSALS:
4.0.1 INSERT SPECIFIC BUILDING INFORMATION
4.0.2 Supplier shall provide all building components (i.e., floor decks, stairs with railings, roof guard rails, windows with
closures, doors, hardware, reinforced hollow metal door frames, tower roof hatch, vertical ladder to roof hatch, high
temperature insulation for bum rooms, or other miscellaneous materials) to provide a complete structure.
4.0.3 Supplier shall provide structural design drawings and structural calculations certified by a licensed engineer as well as
layout drawings showing plan layouts indicating component locations, structure dimensions, (front, rear left and right side
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elevations), miscellaneous details relatinWdoors, windows, hatches, guard rails and bunlem details.
5.0 ITEMS NOT TO BE INCLUDED IN PROPOSALS:
5.0.1 Taxes, fees of any kind, special insurance requirements, and permits.
5.0.2 Mass site work, anchor bolts, foundation designlnstallation, slab on grade, and fill on decks.
Page 2 of 6
5.0.3 Site infrastructure (i.e., waterlines, hydrants, sewer lines, electric service lines, gas lines, plumbing, paving, sidewalks,
etc.).
6.0 STRUCTURAL. INTEGRITY:
6.0.1 General Requirements:
Structural components shall be designed to withstand the superimposed live loads and wind loads as required by these
specifications in accordance with the applicable design criteria and local codes. The structure shall be designed with an
integral structural panel with no interior columns or beams. A framework of structural "C's" and exterior panels shall
provide structural support.
6.0.2 Design Requirements:
The building shall be designed for wind loads for the local jurisdiction. Floor and roof loading shall be designed for 100 PSF
live load with a deflection factor of 1240. The building shall be capable of supporting a 1500 -pound point load at any point on
the exterior wall of the structure.
6.0.3 Material:
All material shall be new and shall conform to applicable ASTM specifications.
All material used in the structure 10 -gauge or less in thickness, whether exposed or not to the elements, shall be
G90 galvanized. Any exposed materials, which are not galvanized, shall be given a coat of shop primer paint. Cold formed
steel less than 3/16" shall be designed in accordance with the latest edition of Steel Construction Manual as published by the
AISI.
6.0.4 Bolts and Nuts:
All bolts utilized with galvanized steel panels on building exterior and all bolts not exposed to the elements shall be electro-
galvanized. Where required to make this structure weather tight, bolts shall be fumished with a contained nylon washer
under the head for sealing. Anchor bolts shall be fumished by the concrete contractor, unpainted, and of the size specified on
the anchor bolt plan.
6.0.5 Weather Sealing:
All exterior wall panels and vertical seams, which are metal -to -metal laps, shall be sealed with a continuous strip of sealer.
The sealer shall not run, separate, or deteriorate with age. The footing channel for the building shall be placed over two
sponge rubber strips, which shall seal the footing channel to the concrete foundation. All sealer shall be applied according
to assembly drawings to form a weather tight structure. The structural panel walls and structural panel roof system shall
be weather tight upon completion.
6.0.6 Roof Systems:
6.0.6.1 Structural Roof System:
The flat roof structure shall be a structural single panel roof system and shall consist of all metal panels, which are
prefabricated, marked, and ready for assembly. The roof shall be constructed of not less than 14 -gauge galvanized steel,
roll formed into 7 12" deep compound corrugations, sealed with approved sealer, and connected together with 318" diameter
bolts, spaced not more than 6" apart for a weather tight seal, which forms a continuous draining system. Splices shall
be completely capable of developing the entire bending moment capability of the panel
6.0.6.2 "Safe Deck" Roof System:
Flat roof surfaces designated as working decks shall be a galvanized bar grate system. The "Safe Deck" roof system shall be
designed for 100 PSF live Toad. When specified, 19W-4, 1" x 1/8" galvanized bar grate shall be provided with a 14 -gauge
galvanized support channel system and all required fasteners and anchoring devices "Safe Deck" shall be applied over the
structural panel system, which forms a continuous draining roof system.
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6.0.6.3 Parapet Roof System: • •
Flat roof surfaces designated as a parapet roof shall be a concrete working deck. Concrete roof decks shall be designed for
100 PSF live load. The decks shall be a composite metal deck designed for concrete fill. The deck shall be supported on
structural "C's" placed 12" on center. The deck gauge shall be as designated by the deck manufacturer, not less than 22-
gauge, hot-dipped galvanized, to achieve the design loads. A minimum of 3" of concrete shall be installed on the deck to
provide a smooth working surface. The concrete shall be reinforced with chopped strands of fiberglass to form a matrix to
reinforce the concrete and protect from shrinkage and temperature cracking. The concrete mix design shall be developed by
the owner's structural engineer to meet local code requirements and conditions. The concrete shall be pitched toward roof
scuppers though the parapet walls.
6.0.6.4 Gabled Roof System:
Gabled roof structures shall be constructed utilizing structural steel truss, structural plywood deck, and composition shingle
roof covering. The composition shingles shall be 25 -year single tab seal down as manufactured by Owens -Coming Fiberglas
Corp., Tamko Roofing Products, Inc., Certain -Teed Corp., or similar quality shingles. This granular surface meets OSHA
requirements for slip resistance. The deck shall be minimum'/." nominal T & G plywood with exterior glued laminates. 15
Ib. felt underlayment shall be installed on the deck Roof chop -outs shall be replaceable and flush with roof to prevent a
tripping hazard. Gable end of roof shall be louvered to provide proper ventilation. Roof shall have minimum18-gauge painted
fascia and soffit trim.
6.0.6.5 Sloped Roof System:
Single sloped roof structures shall be constructed utilizing structural steel "Cs" placed 12" on center structural plywood deck,
and composition shingle roof covering. The composition shingles shall be 25 -year single tab seal down as manufactured by
Owens -Coming Fiberglas Corp., Tamko Roofing Products, Inc., Certain -Teed Corp., or similar quality shingles. This granular
surface meets OSHA requirements for slip resistance. The deck shall be minimum'/." nominal T & G plywood with
exterior glued laminates. 15 Ib. felt underlayment shall be installed on the deck. Roof chop -outs shall be replaceable and
flush with roof to prevent a tripping hazard. Roof shall have minimum 18 -gauge painted fascia and soffit trim.
6.0.7 Wall Panel Construction:
6.0.7.1 The structural steel panel shall be G90 hot -dipped galvanized, painted one side, steel, conforming to the
appropriate ASTM specification. The panels shall be roll formed from flat steel and shall have a minimum corrugation depth of
4 1/2", and shall be joined at their seams, which shall lap a minimum of 1/2" and shall be held together with 3/8" bolts
spaced not more than 6" center -to -center. All connection holes in the panels shall be pre -punched prior to painting. Self -
tapping fasteners are not acceptable. The vertical seams shall be sealed with a sealer. The wall panels of the building shall
have sufficient shear resisting capabilities to give the building structural stability when vertical and horizontal loads are
applied.
6.0.7.2 Framing for walls shall be a minimum of 12 -gauge, hot -dipped, G90 galvanized "C's" placed 3'-5" center -to -
center or 3"x4"x1/4" prime painted structural tubing. All mounting plates at the bottom of each vertical shall be attached to the
building foundation using the foundation's anchor bolts.
6.0.7.3 Interior non -load bearing walls shall be framed with 4 1/2", 18 -gauge minimum, galvanized studs spaced a minimum of
24" on center. The face of the wall shall be minimum 18 -gauge galvanized sheeting on both faces of wall to conceal stud
framing.
6.0.8 Floor Construction:
6.0.8.1 Floor shall be supported on structural "C's" placed 12" on center. The
"C's" shall be a minimum of 14 -gauge or heavier as designed by the building engineer. "C's" shall be a minimum of 10" in
depth nominally and G90 hot -dipped galvanized. There shall be weeps in the bottom of the "C's" for drainage of water.
Headroom shall not be reduced with the use of structural beams and shall have a minimum floor to ceiling height of
8'-9".
6.0.8.2 Concrete floor decks, if specified, shall be designed for 100 PSF live Toad. The decks shall be a composite metal
deck designed for concrete fill. The deck shall be supported on structural "C's." The deck gauge shall be as designated by the
deck manufacturer, not less than 22 -gauge, hot -dipped galvanized, to achieve the design loads. A minimum of 3" of
concrete shall be installed on the deck to provide a smooth working surface. The concrete shall be reinforced with chopped
strands of fiberglass to form a matrix to reinforce the concrete and prated from shrinkage and temperature cracking. The
concrete mix design shall be developed by the owner's structural engineer to meet local code requirements and conditions.
6.0.8.3 Metal floor decks, if speed, shall be designed for 100 PSF live load. The floor deck shall be manufactured by
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Vulcraft, Wheeling-Pittsburgh Steel Corppequal. The decks shall be 18 -gauge minimal/hot-dipped galvanized steel,
with a profile of 1 34" in depth with a 1" by 1 W deep corrugation which shall be 6" center -to -center. The decking shall be
supplied in 36" wide sheets and secured to the structural "C's" with #10 Tek screws -self tapping.
7.0 INSERT SPECIFIC BUILDING INFORMATION
8.0 ACCESS OPENINGS:
8.0.1 Steel Doors:
Double skin hollow metal doom shall be constructed with double skins of 18 -gauge hot -dipped galvanized steel with
0.7 mil shop prime coat conforming to ASTM A526 or A624 and A525. The doors shall have reinforcements of at least 7 -
gauge plate at all hardware -mounting points. Vertical center seams shall be welded full height of door. Top and bottom
shall be reinforced with a continuous steel channel not less than 16 -gauge and welded to both face sheets. Stiffeners
shall be welded 6" apart inside the door with fiberglass insulation between them. Bum room doors shall be of similar design
with application of a protective layer of Padgenite on the burn room side. All doors shall be painted in one of ten standard
colors as specified by the owner.
8.0.2 Hollow Metal Frames:
Hollow metal frames shall be constructed in 16 -gauge hot -dipped galvanized coated steel with 0.7 mil shop prime
coat conforming to ASTM A525 and A526. The frames shall be of knock down design. The frame shall be a full frame with
head and jambs the same profile. Partial frames will not be acceptable. The frame shall be reinforced for the installation of
hardware. Specialty anchors shall be provided as required. All frames shall be painted in one of ten standard colors as
specified by the owner.
8.0.3 Door Hardware:
Hardware shall be Schlage A series or equal passage or lock sets meeting ANSI A156.2, 1996 series 4000 grade 2'
Locksets shall have a six -pin tumbler C keyway and all doors shall be keyed alike. Hinges shall be a 4 1/2" x 4 1/2"
heavy-duty, ball bearing, stainless steel hinge. Bum room doors shall have Bommer spring retums on the exterior face of door
and stainless steel pulls. Each door shall have a high temperature hose sweep attached at the bottom. The sweep shall be
made of a high temperature fabric cut into 1 W ships and attached to the door by a mounting bar. The ships shall be
sufficient in number to minimize the amount of light entering the training compartment but allow a 3" fire hose to be advanced
through the door without the door being open.
8.0.4 Window Shutters:
All window -framed openings shall receive 12 -gauge hot -dipped galvanized coated steel, single leaf closures. All
shutters shall have an operating lever latch with handles on the inside and outside of the shutter. All bum mom shutters shall
have 1" of Padgenite material and mounting channels in addition to the standard shutter including the operating lever latch.
All shutters accessible from the ground shall have a key lock lever. Window closures shall be constructed with a
recessed lip perimeter and welded construction. The windows shall be designed to provide an overlap to the interior
or exterior to minimize outside light. Stainless steel hinges shall be welded to the shutters and pre -drilled for mounting.
Window shutters shall be pre -finished in one of ten standard colors.
9.0 STAIRWAYS AND GUARDRAILS:
9.0.1 Stair stringers, handrails, and guardrails shall be of welded steel design.
9.0.2 Stairs shall conform to NFPA and OSHA guidelines pertaining to fire escapes and private residential stairs
9.0.3 The handrails shall be constructed from structural steel tube. The tube shall be 1 %" x 1 34" nominal outside dimension.
The railing shall be welded construction and designed to withstand a concentrated load of 200 lbs. in any direction in an arc
180 degrees centered over the top of the rail. All intersections shall be welded and ground smooth to create a continuous
surface. Toe board and kick plates shall be structural steel angle 4" x 6" x '1h" welded to the railings and bolted through the
deck and structural "C's." All rails and stringers shall be furnished prime painted.
9.0.4 Treads shall be constructed of 19W-4, 1" x 3/16" bar grate, hot -dipped galvanized steel with checker plate nosing.
Intermediate stair landings, where used, are to be identical to stair treads in design. The stair treads shall be bolted to the
stringer to allow for ease of replacement of damaged treads. All landings on stairs shall be of the same surface as the
surrounding floors. Open grating at the landings on floors is not permitted to minimize debris and water falling on personnel
using the stairs.
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10.0 FINISH: • •
10.0.1 The components of the structural wall and roof shall be G-90 hot -dipped galvanized interior and exterior for
durability and corrosion resistance. All exterior structural wall or roof surfaces shall have a minimum paint thickness
of 1.2 mils. and shall be painted one of ten standard colors. Other interior structural members shall be either galvanized
or prime painted. All traffic bearing interior surfaces shall be hot -dipped galvanized.
10.0.2 Interior structural members shall be either galvanized or prime painted.
10.0.3 All interior deck surfaces shall be concrete, or 18 -gauge hot -dipped galvanized decking.
10.0.4 All doors, fames, and window dosures shall be galvanized and painted with a two-part epoxy paint process.
10.0.5 All stair stringers, railing, ladders, roof hatches, and platform frames shall be prime painted.
10.0.6 All treads, access covers, rappelling rings, and bar grate shall be hot -dipped galvanized steel.
11.0 INSULATING PANELS AND ACCESSORIES:
11.0.1 High temperature insulating panels and attachment materials shall be provided for the interior walls, ceiling, doors, and
windows of the bum rooms as specified.
11.0.2 Panels in bum rooms shall be supported by a system of 18 -gauge galvanized mounting channels mounted both
horizontally and vertically and fastened to the building steel wall verticals using proper Tek screws. The horizontal
mounting channels shall be 48" center -to -center and the vertical mounting channels shall be 24 inches center -to -center.
Mounting channels shall be a nominal 6" in width and 1" in depth.
11.0.3 Panels shall be pre-cut to size and shall be 1" thick. Panels shall be pre-treated with a two part chemical system to be
water resistant/repellent. Panels shall allow for live fires in temperature ranges of 1200 to 2000 degree F maximum depending
on type of panel specified. Seams and joints shall be backed with 1" thick battens of similar material. Panels shall be fastened
by 3" Tek screws with %" x 1 '''A" washers through oversized 5/16"diameter field drilled holes, six per 2' x 4' panel. Use of
"speed clips," insulating clips or building insulation washers is prohibited. Panels shall be installed with a 14" gap
between panels and the panel perimeter shall be screwed to the channels. Fasteners shall be left with the washers being able
to be tumed with moderate pressure on the board.
11.0.4 INSERT PADGENITE I, II, OR SUPER PADGENITE SPECIFICATION
11.0.5 Accessories shall be fumished and installed for temperature sensing and indicating system and shall include two
thermocouples for each bum room with high temperature wire to a pyrometer. A weatherproof box shall be mounted to
building. One portable pyrometer for temperature monitoring (ranges of -199 to +1999 degree F with, LED display with battery
power), a minimum of ten receptacles with male plugs, and a selector switch for ten circuit monitoring shall be included.
Thermocouples shall be mounted at two different elevations within the bum rooms with wire from each run to box location.
Boxes shall be mounted per the direction of the owner.
11.0.6 Complete layout drawings shall show all elevations, views, and details the location of the mounting channels, battens,
and cut pieces of panels.
12.0 DELIVERY:
12.0.1 All components and accessories necessary for the assembly of the simulator induding interior stairs and decks and
insulating material for bum rooms shall arrive at the project site by over -the -road trailer. Other small items of fasteners,
instruments, and instrumentation shall be delivered separately.
13.0 ERECTION/ASSEMBLY:
13.0.1 All components of the above-described building shall be erected/assembled on concrete foundation and slabs provided
by others. Proposer shall provide a "Tum Key" service for assembly and material supply work.
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13.0.2 Installation, if specified, shall incuWeld supervision, labor, tools, equipment, insurilli, all materials, and freight for
delivery and construction of training structure. Erector of the structure shall have seven years of experience and a minimum of
twelve installations of similar structures to the above-specified structures and shall be certified by the manufacturer to install
this structure.
14.0 WARRANTY:
14.0.1 All materials shall be guaranteed for a period of one (1) year following completion, which is intended to mean:
"Following substantial completion, the Owner and Contractor will inspect all work, during which inspection, any improper or
uncompleted items shall be noted on a listing known as a Punch List. Contractor shall make correction of all items listed and
request a final inspection. When all items are approved by the Owner's representative, the project is then complete and
guarantee shall be in effect for one (1) year."
14.0.2 A 20 -year extended Iffe warranty shall be supplied to the owner, covering all wall panel and roof panel paint finishes.
WHP1010F 07/04
END OF SPECIFICATION
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STAFF RE EW FORM - NON-FINANCIAL OBLI�TION
X AGENDA REQUEST
For the Fayetteville City Council Meeting of:
March 1, 2005
FROM:
Chris Bosch, Fire Chief
Name
Fire Administration
Division
Fire
Department
ACTION REQUIRED: Approval of a Resolution providing with Fire Department with the authority to submit a
request for, and accept funding from, the Department of Homeland Security through the Federal Emergency
Management Agency's 2005 FIRE Act grant program.
SUMMARY EXPLANATION: See the Attached Memo.
STAFF RECOMMENDATION:
Division Head
e
Department Director
Finance & Internal Services Dir.
Chie
inistr. ive 0 ficer
May r
•
Date
218105
Date
2/7/2005
Date
Date
Date
Date
Received in Mayor's Office
Cross Reference:
Previous Ord/Res#:
Orig. Contract Date:
Orig. Contract Number:
New Item:
a/Vos
Date }0if.
•
Yes
No
Clarice Pearman - Res. 37-05 Page 1
From: Clarice Pearman
To: Bosch, Chris
Date: 3/4/05 8:53AM
Subject: Res. 37-05
Chief,
Attached the resolution passed by City Council on March 1, 2005.