HomeMy WebLinkAboutFlorida State Grant Application Fire Station 26
STA TE OF FLORIDA. JOINT HAZARD MITIGATION GRANT PROGRAM &
FLOOD MITIGATION ASSISTANCE APPLICATION
THIS SECTION FOR STATE USE ONLY
FEMA-_-DR-FL
o Standard HMGP
o Standard FMA
o 5% Initiative Application
o Initial Submission or
o Application Complete
o Re- Submission
Support Documents
o Conforms wI State 409 Plan
o In Declared Area
o Statewide
Eligible Applicant
o State or Local Government
o Private Non-Profit (Tax 10 Received)
o Recognized Indian Tribe or Tribal Organization
Project Type(s)
o Wind
o Flood
o Other:_
Community NFIP Status: (Check all that apply)
o Participating Community 10#:
o In Good Standing 0 Non-Participating 0 CRS
Reviewer Phone#:
Reviewer Fad:
Reviewer E-Mail:
Date Application Received:
State Application 10:
State Reviewer:
Signature:
Date:
This application is for all Federal Emergency Management Agency (FEMA Region IV) Hazard Mitigation Grant Program (HMGP) and
Flood Mitigation Assistance (FMA) proposals. Please complete ALL sections and provide the documents requested. If you require
technical assistance with this application, please contact your State Emergency Management Division at (850) 911-5169.
A. To Fill Out This Application: Complete all sections, which correspond with the type of proposed project
Attachment A:
Attachment B:
General Application Sections: pp.I-5: All Applicants must complete these sections
Environmental Review: pp. 6-9: All Applicants must complete these sections
Maintenance Agreement: p. 10: Any Applications involving public property, public ownership, or management of property
Acquisition Worksheet: pp.II-13: Acquisition Projects only -- one worksheet per structure
Elevation Worksheet: pp.14-18: Elevation Projects only -- one worksheet per structure
Drainage Worksheet: p. 19: Drainage Projects only
Wind Retrofit Worksheet: pp. 20-22: Wind retrofit projects only (HMGP only) -- one worksheet per structure
pp. 23-24: Wind retrofit/shelter projects only (HMGP only) -- one worksheet per structure
FEMA Form 90-49 (Request for Public Assistance): All Applicants must complete, if applicable.
HMGPIFMA Application Completeness Checklist: All applicants are recommended to complete
this checklist
B. Applicant Information
FEMA-1539-DR-FL DISASTER NAME: Hurricane Charley
Ex.. FEMA-1539-DR-FL: Hurricane Charlev
Title 1 Brief Descriptive Project Summary: Fire Station #26 Hurricane Protection
I. Applicant (Organization): City of Winter SPrln2s
2. Applicant Type:
~ State or Local Government 0 Recognized Native American Tribe 0 Private Non-Profit
3. County: Seminole
4. State Legislative District(s): 22.33.34 Congressional District(s): 7.24
5. Federal Tax I.D. Number: 117-78325-00
6. FIPS Code"': 117-78325-00 ("'if your FIPS code is not known, please fill out FEMA Form 90-49 (Attachment A) so that the
Department may obtain a FIPS code for you)
7. National Flood Insurance Program (NFIP) Community Identification Number (this number can be obtained from the FIRM map
for your area): 120295
8. NFIP Community Rating System Class Number: !
9. NFIP Last Community Assistance Visit Date: 9/18/2002
10. Attach proof of current Flood Insurance Policy (FMA only). Flood Insurance Policy Number: NIA
1
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA-OOl, Eft'. 10/30/04)
Page 1 of 26
fire and rescue emergency services. Fire Station # 26 has four large garage bay doors to accomidate the fire engines and rescue
vehicles, two doors face east and two doors face west. Due to the age of constrcution, these doors are not up to current standards for
wind protection. Additionally the entrance doors and windows for the fire station are in need of protection.
3
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI, Eff. 10/30/04)
Page 3 of 26
C. City or County Map with Project Site and Photographs
181 Attach a copy of a city or county scale map (large enough to show the entire project area) with the project
site and structures marked on the map.
181 Attach a USGS 1 :24,000 TOPO map with project site clearly marked on the map.
o For acquisition or elevation projects, include copy of Parcel Map (Tax Map, Property Identification Map,
etc.) showing each property to be acquired. The map should include the Tax ill numbers for each parcel, if
possible.
181 Attach photographs (at a minimum 2 photographs) for each project site per application. The photographs should
be representative of the project area, including any relevant streams, creeks, rivers, etc. and drainage areas,
which affect the project site or will be affected by the project. For each structure, please include the following
angles: front, back and both sides.
Section ill.
Budget/Costs
In this section, provide details of all the estimated costs of the project. As this information is used for the Benefit-Cost Analysis,
reasonable cost estimates are essential. Since project administrative costs are calculated on a sliding scale, do not include them in the
budget. Also, do not include contingency costs in the budget.
A. Materials
Item Dimension Ouantitv Cost ner Unit Cost
See Attached
B. Labor (Include equipment costs -- please indicate all "soft" or in-kind matches)
D~cnnnon Hou~ Rare
Cost
C. Fees Paid Include any other costs associated with the project.
Descrivtion of Task
Hours
Rate
Cost
Attach any continuations or additional items to this page
Total Estimated Project Cost $46.093.00
Page 5 of 26
5
(Form No. HMGPIFMA-OOI, Eff. 10/30/04)
Section IV.
Environmental Review and Historic Preservation Compliance
(NOTE: This application cannot be processed if this section is not completed.)
Because the HMGPIFMA are federally funded programs, all projects are required to undergo an environmental and historic preservation
review as part of the grant application process. Moreover, all projects must comply with the National Environmental Policy Act
(NEP A) and associated Federal, State, Tribal, and Local statutes to obtain funding. NO WORK can be done prior to the NEP A
review process. If work is done on your proposed project before the NEP A review is completed, it will NOT be eligible for
Federal funding.
1. The following information is required for the Environmental and Historic Preservation review:
All projects must have adequate documentation to determine if the proposed project complies with NEP A and associated statutes. The
State Environmental Staff provide comprehensive NEP A technical assistance for Applicants, with their consent, to complete the NEP A
review. The type and quantity ofNEP A documents required to make this determination varies depending upon the project's size, location,
and complexity. However, at a minimum, please provide the applicable documentationfrom this section to facilitate the NEP A compliance
process.
181 Detailed project description, scope of work, and budget/costs (Section I (p. 2) and Section III (p. 5) of this application).
181 Project area maps (Section II, part B & C of this application (pp. 3-4)).
181 Project area/structure photographs (Section II, part C of this application (p. 4)).
o Preliminary project plans.
181 Project alternatives description and impacts (Section IV of the application (pp. 6-8)).
181 Please complete the applicable project worksheets. Dates of construction are required for all structures.
o Provide any applicable information or documentation referenced on the Information and Documentation Requirements by
Project Type (page 9 of this application).
2. Alternative Actions
The NEP A process requires that at least two alternative actions be considered that address the same problem/issue as the proposed
project. In this section, list two feasible alternative projects to mitigate the hazards faced in the project area. One alternative is the
''No Action Alternative".
1. No Action Alternative
Discuss the impacts on the project area if no action is taken.
The destruction and loss of Fire Station #26 would have signinficant impact on the community of Winter Springs. Fire Station #26
serves the entire East side of Winter Springs. If the building were to be damaged and rendered inoperable and or the vehilces
damaged, emergency services would be significantly hampered for the East side of the city.
7
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI. Eff. 10/30/04)
Page 7 of 26
Section IV.
Environmental Review;
Alternative Actions, continued
d. Impacts of Alternative Project
Below, discuss the impact of this alternative on the project area. Include comments on these issues as appropriate:
Environmental Justice, Endangered Species, Wetlands, Hydrology (Upstream and Downstream surface water
Impacts), Floodplain/Floodway, Historic Preservation and Hazardous Materials.
e. Estimated Budget/Costs for Alternative Project
In this section, provide details of all the estimated costs of the alternative project (round figures to the nearest dollar).
1. Materials
Item Dimension Ouantitv Cost ner Unit Cost
See attcned
2. Labor (Include equipment costs -- please indicate all "soft" or in-kind matches)
DescYlntwn Hours Rate Cost
3. Fees Paid Include any other costs associated with the project.
Descrintion of Task
Hours
Rate
Cost
Total Estimated Project Cost $_63,534.00_
9
Attach any continuations or additional items to this page
(Form No. HMGP/FMA-OOI, EfT. 10/30/04)
Page 9 of 26
Section V.
Maintenance Agreement
All applicants whose proposed project involves the retrofit or modijication 01 existing public property or
whose proposed 'project would result in the public ownership or management 01 propeny, structures, or
lacilities, must first sign the 10Uowing agreement prior to su11mitting their application to FEMA.
(NOTE: Those applicants whose project only involves the retrofitting, elevation, or other modijication to
private property where the ownership will remain private after project completion DO NOT have to complete
this lorm.)
The Ci of Winter S rin sofSeminole. State of Florida, hereby agrees that
( ity, Town, County,
if it receives any Federal aid as a result of the attached project application, it will accept responsibility, at its own
expense if necessary, for the routine ma!ntenanc~ of any real property, ,structures, or facilil!es. acquired or
constructed as a result of such Federal ald. Routme mamtenance shall mclude, but not be lImtted to, such
responsibilities as keeping vacant land clear of debris, garbage, and vennin; keeping stream channels, culverts,
and storm drains clear of obstructions and debris; and Keeping detention ponds free of debris, trees, and woody
growth.
The purpose of this agreement is to make clear the Subgrantee's maintenance responsibilities following project
award and to show the Subgrantee's acceptance of these responsibilities. It does not replace, supercede, or add to
any other maintenance responsibilities imposed by Federal raw or regulation and which are in force on the date of
project award,
Signed by Ronald McLemore the duly authorized representative
(printed or typed name of signing official)
City Manager.
(title)
this 51!(day) of t!;- (month), ~ !Year).
Signature* /~ ~ ~--=
1.
*Please note: The above signature must be by an indiviilual with legal signing authority lor the
respective local government or county (e.g., the Chairperson, Board olCounty Commissioners or the
C(Junty Manager, etc.)
12
Page 12 of 26
Attach any continuations or additional Items to this page
(Fonn No. HMGP/FMA-OOI, Eff.lO/30/04)
Property Acquisition Worksheet continued
Acquisition Projects Only
5. Date of Construction for the structure: (if structure is older than 50 years, attach letter from State Historic Preservation Officer):
6. Total Square Footage of Principal Structure (heated and cooled areas only): _
7. Estimated Cost to Replace Principal Structure (ifknown): $-1 square foot.
8. Are there accessory or out buildings on the property? 0 Yes 0 No If Yes, 0 Attached 0 Detached
Please describe (location, type of structure, age, value):
9. If the project involves the acquisition of a commercial property you must complete a Hazardous Materials Questionnaire for that
property. If applicable, please contact the HMGPIFMA Environmental Section at (850) 922-5779 for a copy of the questionnaire.
D. History of HazardslDamages (to the Property being acquired)
List all current and past damages to the property (including damages to the structure, its contents, and any displacement costs). Include
damage from declared disaster events AND other hazard events that did not result in a presidential declaration. NOTE: These data are
not required if the property is located in the Floodway or if a Substantial Damage Certificate (for most recent disaster) is attached.
Date Level of Flooding Event Description of Damages Cost of
(e.g., 10,20, 50 yr.jlood) Depth of Flooding Repairs/Replacement/
Displacement/Structure!
Content
Note regarding damage estimates: the date, level of event, description of damages, cost of repazrs/replacement must be specific to
ONLY the building under consideration. County wide damage estimates (e.g., Hurricane Irene, 1999 caused 2 million dollars damage)
cannot be used. Additionally, vague information is not useful or acceptable in lieu of specific building damage estimates. The
property damages can be a homeowner's estimate; however, please include a contractor's itemized repair estimate, ifpossible.
13
Page 13 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOl, Eff.10/30/04)
Elevation Worksheet
Elevation Projects Only
NOTE: Recommended elevation for Coastal Areas is at least one foot above the Base Flood Elevation.
Recommended elevation for Riverine Areas is at least two feet above the Base Flood Elevation (BFE). Please provide
damage history for the structure under consideration only. Also, an entire HMGPIFMA application must be completed
for each structure to be elevated.
o Include at a minimum four (4) color photographs showing a front view, a side view, and a back view of the
structure to be elevated. Attach photographs to the property worksheet.
A. Site Information:
1. Owner's Name:
Social Security Number: _ (needed for duplication of benefits (DaB) determination)
2. Spouse's Name (if applicable): _
Spouse's Social Security Number: _ (needed for duplication of benefits (DaB) determination)
3. Street Address (including city, state and zip code) or Physical/Legal Location:
B. Structure Information:
1. Building Type: (check one)
o I-story w/o basement 0 2-story w/o basement 0 Split-level w/o basement
o I-story with basement 0 2-story with basement 0 Mobile Home
o Split level with basement
o Other: _
2. Building Use (check all that apply)
o Primary Residence 0 Rental Property
o Public Building 0 House of Worship
o Secondary Residence 0 Commercial Property
o Multi-Family 0 Other: _
3. Construction Type: D Wood Frame
D Concrete Block
D Other: _
4. Foundation Type:
D Slab on Grade
D Crawl Space
D Block Foundation
D Other: _
5. Date of original construction for the structure: _
6. Date of modification/upgrade to the structure (ifapplicable):_
7. What is the pre-disaster value of the building? _ (provide a copy of Tax Assessor's record, or certified appraisal)
8. What is the total value of the contents of the building? _ (If uncertain, a value of $20,000 or 30% of the
Building Replacement value, which ever is greater)
9. What was the depth of flooding in the building? _ inches
10. How long was the building flooded? _ days
11. Provide the level of the flooding event: _ (e.g., IO-year event, 25-year flood, etc.)
15
Page 15 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OO I, Eff.IO/30/04)
Elevation Worksheet continued
Elevation Projects Only
D. IDstory of HazardsIDamages (to the structure being elevated)
List all current and past damages to the structure (including its contents). Damages must be fully documented (i.e., you may be asked
to produce supporting evidence for any claimed damages). Include damage from declared disaster events AND other hazard events
which did not result in a presidential declaration.
Note regarding damage estimates: the date, type of event, and description of damages must be specific to ONLY the building under
consideration. Countywide damage estimates (e.g., Hurricane Irene, 1999 caused 2 million dollars damage) cannot be used.
Additionally, vague information is not useful or acceptable in lieu of specific building damage estimates.
Date Name of Event; Type of Event Damage Cost to Structure Damage Cost to Content
(e.g., storm surge, closed basin flooding, etc.)
Ex. 1999 Hurricane Irene; Storm Surge $36,000.00 $15,000.00
Note: Flood Insurance Policies must be purchased for all structures that are part of a FEMA elevation project. For more information
contact the Floodplain Administrator in your area or visit the National Flood Insurance Program Web Page at
(htto:/ /www.fema.l!ov/nfip)
17
Page 17 of 26
Attach any continuations or additional Items to this page
(Form No. HMGP/FMA-OOl, Eff.1O/30/04)
Description Explanation of costs Total Costs
Estimate costs for all applicable items (e.g., 12 items @$40 each)
Sub-Total for Page $
Elevation Worksheet continued
Elevation Projects Only
19
Page 19 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI, Eff.lO/30/04)
Municipality/County: _
Project Title: _
The following information must be provided for completion of the Technical Review:
1. Plot the project area on a Flood Insurance Rate Map (FIRM), include the front page of map displaying the Community
Identification Number.
2. City or County Scale Map identifying the entire project area.
3. Topographical Map and FIS study of the affected area with appropriate flood elevations for 1,10,50,100 & 500 Year Flood
Depths and Peak Discharges.
4. Provide attachment to verify the total number of repetitive loss structures within the affected basin. (Homeowner name,
address, type of home, content damage, structure damage). The following should also be provided:
· Depth of flooding inside each structure.
· Elevation Certificate for each structure.
· For each structure provide one of the following: Uniform Residential Appraisal Report (URAR) or
Summary Appraisal from Realtor or Means Cost Estimate or Marshal & Swift cost estimate.
· Verification of the "Frequency of Event" which caused the damage to the property i.e., 1 0- Year, 25-
Year, 50-Year 100- Y ear etc. (Information must be obtained from USGS, NWS, NOAA, or
Hydraulic/Hydrology Engineer or Rainfall totals for specific date, month & year i.e. how many inches
in what period of time).
· Verification oflosses due to repetitive minor flood events (e.g.. 1,2,..5 Year Frequency) indicate name
of event, date of incident and amount of loss per structure building and content.
5. Economic loss per day for loss of function of bridge or road.
· Estimated number of one-way trips.
· Detour & delay time per one-way trip (hours, days).
6. Verification of the total number of structures that will benefit from the mitigation project.
7. Photographs of the damaged infrastructure property. (Ditches, Culverts, Swales, DetentionlRetention Basins and Ponds).
8. Preliminary or final Engineering Design Plans and a line item breakdown of the Total Project Cost.
9. A Summary Report from the consultant or Professional Engineer describing the problem and the proposed solution with the
necessary supporting Engineering Calculations for the project/solution. The report should also certify the level of protection
and the magnitude of event the completed scope of work will mitigate. (Example: 40 homes will be protected against a 100
Year Flood Event.) Finally, the report should provide an estimate of damages that is anticipated for events beyond the
mitigation efforts. (Example: The 40 homes can anticipate 15% structural damages for 250 Year Event and 30% structural
damages for a 500 Year Flood Event).
10. A Letter of Map Revision (LOMR) may be needed for this project. Any changes to the FIRM need to be reflected on the
flood maps, which is accomplished through the LOMR process. The construction of this project may lower the 100-year flood
elevation and thus, possibly lower the flood insurance rates for structures in the project area. If the LOMR process is
applicable to the proposed project, please contact the Department for assistance at (850) 922-5269.
Additional Comments:
21
Page 21 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI, Eff.lO/30/04)
Wind Retrofit Worksheet - HMGP only
I C. Building Size and Use
WIND RETROFIT PROJECTS ONL Y
I D. Building Value
I F. Displacement Costs Due to Wind
(1) Rental Cost of Temporary Building Space ($/sfi'month) 0.00
(2) Other Displacement Costs ($/month) 0.00
I G. Value of Public Non-Profit Service
(3) Post Disaster Continuity Premium ($/day)
I H. Rent and Business Income
(1) Total Monthly Rent from all Tenants ($/month)
(2) Estimated Net Income of Commercial Businesses ($/month)
I I. Mitigation Project Data
23
Page 23 of 26
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA-OOI, EffIO/30/04)
Wind Retrofit Worksheet. HMGP only
WIND RETROFIT PROJECTS ONL Y
Shelter Retrofit Project Only
Benefit Cost Data Collection Form
A. Project Information
Complete
Is a separate worksheet attached for each structure?
Are photographs of all elements of the building to retrofit attached?
Is there an Engineer's certification for level of protection proposed attached?
Are a completed LRDM Table and Survey Checklist attached?
DYes DNo
DYes DNo
DYes DNo
DYes DNo
B. Building Data
Select Building Type (Before Mitigation)
D Lightly Engineered
D Fully Engineered
Building Site (Miles Inland)
Number of Stories above Grade
Construction Date
Historic Building Controls
Disaster Number
C. Building Size and Use
Describe the normal day-to-day function of the facility: _
Total floor area: _ (sf)
Area occupied by owner or Public/Non-profit Agencies: _ (sf)
For the following enter the square
feet for the a lieable
BuDding
Existin S
Critical Facili
Host Shelter
Hurricane Evacuation Shelter S
Prim Host Shelter
Recove Shelter
Refu e
Risk Shelter
Secon Host Shelter
25 Page 25 of 26
Attach any continuations or additional Items to this page
(Fonn No. HMGP/FMA-OOI, Eff.IO/30/04)
":',
j;~~,~, ,
~'i\ '-;'"
'7o.~\ V'.~'!-:;::;:/ \\26
\S> \\ /_~"'_'.~. ..v\\
. \\ . "--:'f/" \\~ '?:\~
\\ ...;:::c::---&\ \~ ~\
....". \\, ,,_-::".;-:-:;;:'""---i~\I.~ ~\ \0h \\
....::,~;~::... \\ E~l>!-.<.;;':;;/ \ ~\~ ~\ \\ 11 2
--Cr'-=::::::':~::~~'~~f=~! - 't!~ ~."'_\~,
II f! (1),1 11::, ~..:.~:::~~,
j' d" I '\'<"'''._ :;'>\
; Ii ~' "..-;:::>-1 ~\'
Ii ~ Ii ml~! N1ELOf'f._;C;";:;':':c;-:':-=--' \~ v"',>,~
II S iA~;,,=='::,9tt.~..,. I: ~
ii fJ;i! "'11)]V~l 2 A.VENUE j~
I; II I, O. ~i\lIll1f,=..:.-;_. --- -.~
-'::.co::-,., I' 1/ \~ N ,-;:=>.. tiP
J''''''''->''~~~~",-, / \",~lk"('-'ii"'."1i~'m-'-"_,,
~ ' t>'>tsl{'::-.,J I.
~ ~ ~ I'---c.~.,~,,;,
.~ L... N.,f ,,'
~:;,
r.. '-',
~~ /
{(d
l-
I<;
u,
u.
8n
Sd
!I
Ii
! I
'I
Ii
, I
.
..
:I
II
..
tt
.
..
=
...
!!
w
-'
<.
.....
-Jl
.....
~
<: 0
;?:
;;;
o
='
0:
<.
~j
t:.!
4- -~
If;
/~
, ~.
~
co
M
-'---""'- .-~-- "' "~'-."..
'--'-_n_.."__.
i
i
i
:=
I!
-9
... ...
<
w
Z
o
N
I
,
"
j'
I
,
I
i
/
'I
"'-;:--":::'ifii6~:::'~::;,<::>., _, '
I,l - ~~_
...,~~.
~
.. ~
~ ~
5QLIJ
c...>~""
LIJ :2
sa~
!iiia!
S!Q~
~1i!:
f 1.--.'
f
~
~
is
N~
1.1.0
= ~ $~
~ l'j SB!
~;II~.li,
:i .. l!Cffi~
CL I ~U
t::!lA
a!
~,.:
GO-
... ....
.... -
t::llf
<It
III
III
III
4i
Jfi
if.f
mY-'
-::
11-
-8
.~
N
...
ill!!!
!I ....." 4".~
I ;q;~,
""~...
~.."~
z
o
N
co
rJ)N
C>=It
.5 c:
.... 0
c.. ._
C/)1O
.... -
Q)C/)
-
c: ~
~u:
,....
M
r~DNJ!:JdS !J3.1.NIM -30 ).,LI:)
~ AINno:J 310NIVI/- -
~ ~ ~
J:....
"1.81.1
Ui-~
t 1 i~ J t
t i'~11O
"'" fill i
J "..I~
. ~
:I ..;h ~
j ~,l;E eii:
i;U~
~:J l1i-l1.
I R6! ~
elI-;'->' .x
f&; ~~~H
~lJ...J::. j u
a:?"- !!.
~!I~~
~iHil
c:i~~~
"~~t(E
.I! .. E:n ~
.If; I tII 4) 6"
~jo~Q:
UJ
Z
o
N
0.0
c
'C
c..
CJj
L...tr)
00-..
..... ('~
.5 C
~N
.........
o
>-,
.....
......
U
(j)
r.o
.'."
/-
!/
If
169 1468
!~ 1466
165
- 1464
~63
161 1462
1460
159
6H
iff
(
~
~
~.
.~
~
~
\..)
t"".)
~
JJ
~
'''~----'-'--'-T"'~''.~--'-'-''^l'''''~''-''-'--'--''.'7'-''~"'.,,~,<,
i l /1
~ J "'"l / I
"':t: / ~ / /
,I /
to-.
'"' ~
~ .......".'>.. /
"', I'...: "".../
"'"l ",,- /
"'"l ",
",",.1'...: "'/,
;:;:; ....,. f'"
"0' I'...: ''..../ .~..
0'\ "'"'''...." l
~ ...., /
'"
~
.....
cl~
~I~
I
r'.-~-'_.' .
I
I
i
I
I
I
1'0
i~
I .....
!
i
",.J_"",.."",~<_
"t-
I ~/C
/ .....
lrv '" /
i.. '/'
I """\'
I r--- .
I
I
. i .....
I '0
! 00
f-
I
I
i
i "t-
I c
)L._.......r.._S
I f
, I
I i
i j
~..
'"
.....
/
)'
i
r--.... ,~. JiI
R J:'
/
:/
./,:;l
/
/
I
01 ".j
.....
'"
.....
.....
i
1
co
C\I
=I:t:
c:
o
--
I ·
CO
I ·
en
(I.)
L.-
--
U.
en
C)
c:
--
L.-
C-
en
L.-
(I.)
I ·
c:
--
$
s...
co
Q)
~
+""
(J)
Q)
~
+""
C
e
LL
+""
(J)
co
W
Section m. Budget/Cost
A. Materials
Item Dimension Ouantitv Cost per Unit Cost
Accordion Shutter 1 $1458.00 $ 1458.00
Electric Roll up 2 $ 2480.20 $ 4960.00
Shutter
Manual Roll up 1 $ 3782.00 $ 3782.00
Shutter
Accordion Shutter 1 $ 1654.00 $ 1654.00
Accordion Shutter 1 $ 1872.00 $ 1872.00
Manual Roll up 1 $ 3130.00 $ 3130.00
Shutter
Manual Roll up 1 $ 1080.00 $ 1080.00
Shutter
Accordion Shutter 1 $ 2340.00 $ 2340.00
Manual Roll up 1 $ 2470.00 $ 2470.00
Shutter
Manual Roll up 1 $ 1254.00 $ 1254.00
Shutter
Garaee Door 14' 2" x 12' 1" 4 $ 5523.25 $ 22093.00
Total $ 46.093.00
',.01130/2005 20: 35
3522422468
~~ .
~ WI~W
~'7
~'!J~
~I"l 3w,~"",
::I!S- vJ'~~
KANE
#Q
.. ..-- ~~ .~..".~......~_.r"'_l'., ."r........' 1"_ .
--~
.tbz
IIJ I~
~ 13
b tJJ,.o(\OW!O
61 #0.)0 R'~
~5S
0.."'"
~)V
1'YQp1""
"""1
- -
- tF( z.
8;
,
w.~
.. L ;rl-,.l
-- -
..- -
iFt.l.} .
-tJrt
PAGE 03/07
..
.....1 V
~~, f'5
. 04/27/2005 08:16 4078309001
OVERI-EAD nom ORLAND
PAGE 81
OVERHEAD DOOR COMPANY OF ORLANDO, INC.
Po BOX 150847
The OeD.e. The 0ripId.
...i....
ALTAMONTE SPRINGS, FlORIOA 32115
Tel8pl'lofle; (407] a3O-68OO
FIX: (407] 830-$001
PropOfi.IlI *: 1--4586
Q 6657
TO:
WINTER SPRINGS FlRESTATlON #24
~ an
4/2712005 . CHIEF AllOW
VV1NTER SPRINGS FIF = STATION #24 .
102 MOSS RD. W1NTE : SPRINGS
407-327-2332
:RATION
WIDTH HEIGHT. lYPE
1 4 521 13' 10" 18' 1 13' 10" 15' 0" Masonry
FURNISH AND INSTAll:
The above sized 52~ series sectional door(a), 88 manufactured by the OVE head Door Corpore'lion. Door
standard features to. include the following:
Sections will be constructed using 204R1 clear anodized rails and stiles ElX uded from 6063...T€ aluminum,
.050 anodized aluminum panels. 25/8" center atlles, 3 112" end stiles, 2 1/ · intermediate ralls, and up to
3 3/4" top rails and up to 4 112'" bottom rans. Door(s) to be constructed usir J rabbetted meetin~ rails to
form weathertight Joints, and designed to meet Or exceed Industry standard for wind loading. t IInges and
fixtures will be galvanized steel.
PROPOSAL TO INCLUDe THE FOllOWING:
Item 1 above to feature the following:
- (5) Aluminum Panels' in Sash Sections.
- (1) Sash Section, Clear Anodized aluminum, 1/8" 088 Clear Glass.
- Lock, Inside Slide.
- Vv1ndIQad, 31/46.5 PSF.
- Operation to be by a model J5T operator, a heavy duty operator which fel ures: Adjustable d:sc clutch,
ball bearing pQWer train, prtmary reduction six rib poly J-beit from. motor to. utoh shaft, secondllry is chain
and spro(fket, heavy duty reversing contaetot - electrically and mechani~l~ intertocked. constent duty
instant reversing motor with automatic reset thermal overtoad.
- (1) Photocell Set, CommerCial Thru-Beam. 24 VDC to 120 VAC.
.. (2) Two Channel Programmable Transmitter.
- Pneumatic safety edge Is to be provided at bottom to reverse/stop door ul )n closing on an obstruction.
.. Existing door(s) t~ be taken down and removed from .site by Overhead Dc 'f.
ALTERNATE: To change from Series 611 ALUMINUM Doors to Series 43( Steel Doors.~.DEDlICT
$10,501.00 .
All wire. wiring and mounting of controls by others and excluded from this tJ t. AU material marufactured
by OVERHEAD DOOR COMPANY and Is warranted for one year from datE of Installation. Prife does not
include any state or local taxes.
Plge 1 of 2 (continued on nut page . . . )
. ..
"~
ROLL-UP SHUTTERS
BOX SIZES REQ...l,IIRED PER ,HEIGHT OF OPENING
OPENING HIIGHT
UP TO 66"
FROM 67" TO 96"
FROM 97" TO 142"
FROM 143" TO 239"
40 MM FOAM FILLED MINI SLAT
( NOT CODE APPROVED)
REQUIRID BOX SIZES
7" BOX
8"
10"
12" (FIVE SIDED)
SLAT WEIGHT PER SQ. FT.
1.0 LaS. PER SQ. FT.
OPENING HEIGHT
UP TO 66"
FROM 67" TO 96"
FROM 97" TO 142"
FROM 143" TO 239"
40 MM EXTRUDED ALUMINUM SLAT
fDADECOUNTYIMPACTAPPROVED)
REQUIRED BOX SIZES
7" BOX
8"
10"
12" (FIVE SIDED)
SLAT WEIGHT PER SQ. FT.
1.7 Las. PER SQ. FT.
",,--
OPENING HEIGHT
UP TO 47"
FROM 48" TO 63"
FROM 64" TO 94"
FROM 95" TO 168"
55 MM FOAM FILLED SLAT
( NOT CODE APPROVED)
REQUIRED BOX SIZIS SLAT WEIGHT PER SQ. FT.
7" BOX 1.3 Las PER SQ. FT.
8"
10"
12" (FIVE SIDED)
OPENING HEIGHT
UP TO 39"
FROM 40" TO 54"
FROM 55" TO '99"
FROM 100" TO 160"
60 MM EXTRUDED ALUMINUM SLAT
(DADIECOUNTYIMPACTAPPROVED)
REQUIRED BOX SIZES
7" BOX
8"
10"
12" (FIVE SIDED)
SLAT WEIGHT PER SQ. FT.
2.5 LBS PER SQ. FT.
----
NOTE: See additional pages for Motor Prices, Weight and Limitation Charts
For Finished Size Calculations and Pricing Examples.
'--
.. a.1! ABOVE CHART ..
RS-l000 Storm and
Security Rolldown
System
The RS-1 000 is a breakthrough
rolldown system that couples the
best features of an impact-resis-
tant hurricane shield and a securi-
ty shutter. The RS-1000 utilizes
heavy-duty extruded aluminum
extrusions that are joined by an intermediate slat. When the
rolldown is forced up, the extrusions bind with the intermedi-
ate slat causing the shutter to lock in place. The main extru-
sion is 38mm (1.5 inch-
es) in height and 10mm
(3/8 inches) in thickness.
The intermediate slat is
11 mm (7/16 inches) in
height). The small pro-
file of the extrusions
makes this an extremely
smooth and quiet system
that can be manually operated or motorized. The aluminum
is T6-6063 and comes in a variety of standard colors. Custom
colors are available. This shutter meets Miami-Dade County
and Florida Building Code for storm protection.
Surface Mount
Soffit Mount
Inner Wall Mount
112" Drywall
on 112" Pt
Furring Strips
@ 16"OC.~
112"
Drywall
on 112" Pt.
Furring Strips
@ 16"OC.
I'I>ured Concrete or
Concme Block
RfIuired
\\Oil Board
Access
Ilutel
Motorization by Rollingshield'"
Tubular Motors
Rollingshield""s line of tubular motors
provides the perfect solution for adding
sophisticated operation to rollshutters
and shades. This internal tubular motor
system can be operated by a simple wall
switch or remote control. Either the 500
or 600 series motors can be standard or
with manual override operation. They
provide 40 Nm or 100 Nm of torque power respectively.
Rollingshield""s powerful motors are suited for virtually any
shutter or shading application.
Sophisticated Controls for Motorized Shutters and Shades
Rollingshield""s line of electronic controls offers a wide array of
remote options for shutters and shades. Remote transmitters can
range from a single open/close channel to 99 channels. These
controls can be arranged in various combinations to operate sin-
gle, multiple, or grouped motors. Sun
and wind sensors can be added for auto-
mated operation with operator selected
parameters.
Sun and Wind Sensor
This sensor allows a motorized awning or
shade to be set to op~n or closed based
on how much sunlight or wind is affecting
it. This provides a very convenient way to
shade any structure at the point where
damaging sunlight and UV rays are at their worst. When wind
gusts reach a potentially damaging strength, the wind sensor will
close the shutter. Once conditions go back to normal, the sensor
returns the shade to its previous position.
RF Receiver
This receiver is connected to the tubular motor and is controlled
by anyone of RollingshielcJTM's remote transmitters. The RF
receiver can be connected directly to a Wind Only sensor and
operated by either a wall switch or remote control.
Remote Controls (Transmitters)
All remotes have an operating range of 18 yards indoors and over
150 yards outdoors. They can penetrate two interior walls and
transmit at 433.92 MHz. All RollingshieldTM transmitters and
receivers operate on RF (radio frequency) so it is not nt:;cessary to
have line-of-site in order to function.
Central Control
The Central Control unit can be the
brain of your shutter or shading
system. This controller can operate
a series of RF receivers using a
Global Command. Additionally, it
controls the parameters of the set-
tings for the Sun and Wind sensor.
Those parameters include light and wind intensity, reaction time,
and timer. The Central Control can be set to operate automati-
cally or manually.
3
Special Features
The Rolllngshleld™ Tubular Motor Line provides the perfect solution for motorizing rol/shutters,
retractable awnings and shades. The Rollingshield" 540 and the 6100 tubular motors offer the neces-
sary power to fulfill virtually any awning or rollshutter application. You can be assured that you will
always have the right motor without having to stock numerous models.
Reduced head size on
manual override motors
Limit switch adjustments on both sides of
the head on manual override motors
"
~.....,'
"'---
-.
Distinctive 4-cavity head
pattern for fast fixing into the
appropriate bracket
Special 500 series with RTS for wireless control with
supplied remote control. All specifications are the
same as the regular 540 Tubular Motor. (FCC
Approval Pending)
.,
Plug-In cable. coming 800n
.
.
:
~:;;::t
z'--
>-:..>=
:: : > -::;
==-Z--.
- ~--
:or"l":~>
=.":;1"":1
..;:,: >g;/l
- ::.'""1>'"'
= _ '"' :0
_f"I'\-ifT\
~::.;~~{
_ _...0
.....)>_\11
>C;Z-n
;;:~t"'\>
:::;~m\ll
."Z....
00"'''''
....,:O~Z
ZtXl-l
~OOO
... -n
-<OZZ
o >
,...,,0:0
:>,,;!:o
CI)>ZO
\/IJ:)>~
,",Z"'-n
~0"!>
t~~::;;
\110 '0
0'
11'0-'"11
::tVl;fVl
> ~Z-l
rC;"'C
rO~O
XV\O-n
>XO:o
<)>0)>
~r 3
"'O"'~z
;tllCCI
r~O'
r" ,. "
-viw)>
"'00....11'
VlCt--l
"'O~;'"
)>X"'Z
z~ol'T\
:OC'l:O
z,..,
-
.....
.....
:>
,..,
J:
...,
'z
-<
:)
;."
j...
~-
:..:5
::ITI
.;.;>
::;,0
...VI
r;;z
)>
o
::-
.-
".
.....z>-
;:....zz
C ~;:;,-
>> ,..
r-l""::::I
_0
~<G'I-I
0""1"1)>
VlOOtll
...",,_r
"'VlVI""
C_-lW
-lei>)>
~ZZVl
:orl"\""
O!""O
Vll>VlO
"'0 01"1 Z
l> ,..
ZO/"l1-l
. Z"'J:
V\-l/"l1
:to""
C:/"I1)(
-lVl-
-l-VI
""G'I-l
:oZz
)>,.. C'\
ZOV\
O>-l
0:0
~G'lC
r:O'"
/"I1M-l
I"\)>C
-l-l:O
VI I'll I'll
-0:03
>-ll>
Z:t-l
C'\l>I'I1
;oZ~
1'110>
)>;or-
-I'
,..,1'11>
:oOz
-lC",
...>:1:
....ro
>-l:O
ZO-l
o -<
:0 -0
,..,
-,
.....
:~:>:~ ~
-~- ..~
:::-:> -
<:CZ ~
<<"I'""
Z<'" .....
z~~'\~
-lmO 0
)> (II:to -l
~:t0 m
m c: (II (J)
:>:t~ ..
(limO .
:r::D~
m(llz
~~:t
UlZm
. (II:II
"TIm
0)>
::D:II
VIm
-o-n
mO
():II
:;;0
-m
C"l-l
,m
O:II
>~
0-
(II~
~z
c:G'l
~~
w()
m:t
,..0
-:II
~VI
-l-o
m)>
O()
-l-
offi
-10
:r
Oz.
,..
VI-<
m.
WOOD
~
~
"'"
;::::
:;::;:
:::::::
:::::
:::::
~
\II {
-4..,.....
"'...V'I'
"",'~
'-"CP ,
'I I : 11
)o"'l~
_oz;::
-.J 0" W tV
N .. 0 ...
'v !=' 0
o 0 0 0
;<~
::~=
::~;
...( .,.,""
t~1'T\
o.-x
00-
9<~
",,-
AlZ
;y;CI
-<II'
...-l
J::O
>c
...(""1
-n-l
)>c
11':0
-{,.".
",,-
ZVI
g~
\110
)>0
AlO
I'll on
z:O
-I)>
03
>-
oZ
,."G'I
g'~
>0
-10
""0
~."
0:0
0)>
03
-n-
AlZ
:pC\
3:(""1
zO
C\Z
32
I'I1-l
3-
010
,..,Z
AlII'
\II
----
....~:~
;; ..r.,.;;~..
-""'::::I"'"
rzlTlz
1/1 C\ZG'I
OVl~\II
:o-l.....-l
:0"":0
-cZc
g ,",(""1(""1
z-IX-I
-ICOc
_;0:0:0
~""V\""
,",)>(""13
~z~)>
500-<
z)>Ctll
o~::;;,..,
-n:o-n'"
1"\000
O"ljIl~
Z:O-oIl
Z >Il""
,.., ...0-1
~,.,,-o!'"
-":""'J:
00:00
zz)>r
-IZZ'-
-<""(""10
-o(""lJ:~
,.,,-10
. 5:oCD
Z-lb
-1-<(""1
-(-o^
"'''''0
r"OlIl
VI)> {
,.,,11'0
""00
800
zz'"11
Z -1:0
""Jl>
'"''"'3
.....-0-
_fTlZ
~oP
on
3 >
z~
:f 0
CAl
3 1/1
3~
CD)>
,..,r-
or-
:I(ll
fTl""
Z%
-III'
)> -I
z>
0:=
,..,ITl
00
C\%
,..,)>
0'"'
Vi~
-l;Q
)>0
z)>
nZ
,..,~
x~
('"\:4
r-::t
C 3:
0)>
fTl:z:
\lie
~.."
)>~
r -l
re
-n:O
-,..,
z:o
Vi III
J::o
0""
:o~
VI 3:
-l:I
c:fTl
,.,z
nO
~~
o
Z
Y'
EXISTING
STRUCTURE
.;:...".=::
-;:.-
~;o=
~\II~i
~\II~C\
~:
~
~
l>
Z
f"\
J:
o
""'
01
m
... '5'" ,..0
~ j ~ -l~ > ~ i ~ ~
ooo~mx-n""o"
..... Z
l1>
N
...,
:-
0' r.,.,"
C'.
C'
N
'"
l'
l1>
W ..
1"\
o
Z
-IZ
<1"1
.:' "
~. -t
\II
1/'1 ~
rn )>
m.."z
Z " VI
Ol1>C
-l :-
r."'. v
~
Z .::;
\/I
'""I
""
Z
....'Z
-<I'T\
-,0("\
..,-1
(5
'Z
<
'-'~ .:..
n ~; ~ i
,r'I )> 0
rn z Cil
ZCl!VI m
O~<: !2
;,-o'~
~ d ~
m
VI
f"\ ":':: on
'TI
)>
VI
-l
'"
%
'"
~
:.
z
C\
Z
1"\
:t
,.,
~\~
c z
~ ~.!
r"\ _'
CC
= \::
-<
~
'-'
::.. ,-;:-
HOLLOW BLOCK
CO~CR=-=
s-=:~_:-
...
I
...
....
",
'-4
:t~~
~~r;
",0$
:tx-
1;II~-4
"'''''~
o
'I
'"
%
-4
to,.,..
..)..... ~
~...~ ~
~;~i lJ i
~)o....:v ~
~-.lVI ..
\111""...." n
~:;:~)o i
"'\II"'''' (l
(\11:1;;: Xl
;;:~i !:l
~!'$ ~
*
(;:0:
1- p ~-
I ~ :::: > ~
i r":
. :t. '" $
<.l )oN;"."
'g ....0% 0
~ ; ~(~
"0 ~)o.... ~
!I:! i'" III
n ~r-;D'"
OXl:;:')<
:z: '" VI
n {\II:i....
:JJ \IIlJl%
!:l ;;:"'i
m ~~ C\
..:
U:::ll
:t-l
zl-
11
",n'"
::to.....
I;IIZ";
at-
::t....~
zi'~
-4""
...
,.
.
:=
~\
WI
~ ~ g ~ ~ ;: :;\
~ --
::.:: ::; :..
- ....:
:=
-<.
W tV ...
o ... 0
o !=' \11
000
~ 'j 0 -.J
!=' 0 \11 tV
o 0 0 0
0' W
N g
o 0
N ...
... 0
o Y'
o 0
-.J 0"
N !'J
o 0
~~O" 0"
" " \
~~~...
v' ~:-...." v. 0"
,.. \/I
'"
0" 0':-
i
0" W \/I '" 0" 0"
T '
0'\0'\""
0' 0'1...,
I
0" 0' \ r-
::
::...
-z
-<-
,
w w '" 0" '" l' I"' 0" '" 0" 0" '" 0" 0" 0" 0' '" '"
~
~~ W \11 0"
,,: .,
~,,~ W
" "
~'~,.. 0" 0" W
~~ \,oJ \11 \11 W
,.. '" '" '" W W '"
S
2
r- \11
w",O''''~WO''
W W 0" '" '" r- r- 0" '" '" 0" '" '" 0" 0" '" '" 0" 0" 0' .."
~~ '" '" '" ~~ '" '" '" w w. '" 0" 0" ,.. ,.. '" 0" .0" ....
,-.:
0.-
Z.
-I Z \ -
-< rTI '
iJ"" .
,..,.... '
\/I \11 '" 0" '" r- r- 0" '" '" 0" '" 0" '" '" '" 0" '" 0" 0" N
~~ W \11
l'-~~'"
,,'''::-''''':-'''''
,':-";: ,.. \11 W W \11 0" 0' UI W \II 0' (10
1'0..,':-":
.~. ~ W ... W W ,.. 0" '" ~~ ,.. 0" 0'
\,oJ
\II ,-'
'"
r- "
I"'
c
z
\11 \11 '" 0" 0' ,.. r- 0" 0" 0" 0" 0' 0' 0' '" 0' 0" 0' 0" 0' \/I
~00~w
I',~"" t........ "
,..~~.~.~
"!',S,' :-....'
,..
,..
\11 l1>
'"'
o
Z
-<Z
-< r:-,
-S-
\,oJ\,oJ\,oJW\I1O'
,..
\11 \11 \11 0' 0' ,.. I"' ,.. \11 \11 0" 0" 0' 0' 0' 0' 0' (10 0" l1> N
~ t":":t'-....,,~ ~" "S"
.~~~~. l.JJ ~~l'...'!'-.""- ~..., \.W \.W r- ...I' I...; ,..., w''''' r-' -
.>.'....::.:-.<. :'>:>>;'::'~0::':---~:""> - . ..... .... .
. ,...:-.:..,....;.........-.........<' .,:<:::<....>::.......".....,....>,.....~..::. -. '.
...~ , '- ~ I' U' \ 0". I' 0' -ll..'. ~ r- r- ~ ""'\ .,; 10> !.". .. t .. ~ .. l, ... ~, .. ~.'" ~... . lit .1.' ilP' i; ......
I I \ \ I \ ~ 1 l 1 ' 'c " ' '
~~ 0' 0' 0" ~~ 0' 0" 0" r- 0" 0" 1 0" I (10 \1/' \ C' C', C' ::-
::
~
Z
-<z
-< ,....
~ -
",'
1"\-
w r- ~ ~ 0' ~ 0' 0' 0' 0' ~ 0" 0" 0' 0' '" 0"
0"
0" 0" i /'oJ
\
~~,.. 0"
\~~ \,oJ \/I
. \ .
!"....::--\O',O"
0'0"1"'\110"0'0"
\11 0'
(10 0" 0"
w
O"~W 0"
(10 ~'" \11 0'
~~
O"wr-O'O'O'
,.. IJI
0" (10 0"
r-
z
0' 0' 0"
\/I
0" .." 0" 0" '" 0" 0" 0' 0' 0' 0' 0' 0"
,~
~'.
-
< "
> : r=
~;\~
o m:
~ \ .
C\
Z
.1""
o
)>
o
VI
)0
Z
o
~C';C"C'~~ l1> 0" 0'''' ,.. 0'> ~ 0' \11 \11 (10 (10 0" ..
,\ 1
v' v' C' C';::-.,,~ i I/' 0" 0" 0" 0" 0" ~ '" 0' 0' 0' 0' ~ 0" N
, I
~~ I"' \ 0" \ 0' ~~ r- 0" 0" r- r- 0' 0' 0" \11 \11 0' 0' 0" UI
~~\,oJ\I1~~~W\I1O'WWO'O'~rrO'O'(1o r-
\11 1/1 0' 0' 0' \11 \11 0" ~ '" 0" 0' 0' 0" '" 0' 0' 0' 0" 0' .."
1'-..." ,',.... w 1/1 ~ ~ ~'w r r- ,.. rO'O" \11 \11 \11 0' 0' ..
.~ "
"'"
-<
"'0
,..,
1/1 \II \11 0" 0" \11 \11 \11 0" 0"0" 0" '" '" 0' '" '" 0' 0' 0' I'>ol
I-
....
....
_ ~ ~ ~ 0' \/I \11 \11 (10 ~
\,oj
Alternative Project Cost
HMGP Project # 1539-156
City of Winter Springs Fire Station #26
Opening
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Total
Roll Up Electric Shutter
Cost per Unit
$3,528.00
$2,460.20
$5,162.00
$7,400.00
$3,832.00
$4,136.00
$2,460.20
$6,530.00
$9,050.00
$2,460.20
$5,162.00
$4,820.00
$3,870.00
$2,664.00
$63,534.60
FLORIDA MUNICIPAL INSURANCE TRUST
PROPERTY, ALLIED LINES AND CRIME
DECLARATIONS
I. DESIGNATED MEMBER:
City of Winter Springs
Agreement No.: FMIT #0648
l
.i. Government Description
Municipality
III. COVERAGE PERIOD
From October 1, 2004
the Designated Member
to October
1, 2005
12:01 A.M. Standard Time at the address of
Premium
Basis
DeductiblelT e
Limit
Net Premium
$58,582
Included
Included
IV. Property and Allied Coverages
Real Property
Personal Property
$1,000
$1,000
$18,687,980
$2,546,260
Coinsurance:
Valuation Basis:
Blanket:
Inflation Guard:
Agreed Amount
Replacement
Cost
Yes
No
Time Element
Business Income
Extra Expense
Per Extension
Coinsurance: Agreed Amount
Per Extension
Blanket:
Actual Cash Per
Ya~.
Yes
Per Extension
Per Extension
Included
$250,000 Included
$0 Included
Schedule $1,051,674 Included
Included
$250 Included
$0 Included
$0 Per Schedule Included
$0 Per Schedule Included
Per Schedule Included
Inland Marine
Valuation Basis:
Valuable Papers
Accounts Receivable
Crime
Money & Securities - Loss Inside
- Loss Outside
Bond
Honesty Blanket Bond
V. This Agreement includes these endorsements and schedules: See Schedule C
VI. ESTIMATED ANNUAL PREMIUM
Normal
Premium
Incentive
Credit
Net
Premium
Florid~ Municipal Insurance Trust (FMIT) $66,445
$7,863
$58,582
Florida League of Cities Sponsored Insurance Programs Since 1977
THIS DECLARATIONS AND THE SUPPLEMENTAL DECLARATIONS, TOGETHER WITH THE COMMON CONDITIONS, COVERAGE
FORM{S) AND ENDORSEMENTS COMPLETE THE ABOVE NUMBERED AGREEMENT.
FMIT PROP DEC 1004 Original Page 1 of 2
10/15/2004
/
Miscellaneous Property Coverages
, FMIT #0648
October 1, 2004 - October 1, 2005
Loc # Bldg #
001 001
Business Income
Limit
$250,000
Extra Expense
Loc # Bldg #
001 001
All locations are covered under Coverage Extension 5g.
Valuable Papers
Loc # Bldg #
001 001
All locations are covered under Coverage Extension 5c.
Accounts Receivable
~()c # . BIc:l9#
001 001
All locations are covered under Coverage Extension 5f.
Bond Type
Honesty Blanket Bond
Crime/Bond
Bond Limit
$50,000
Coinsurance
100%-
Limit
$250,000
Limit
$100,000
Limit
- .-..-- ...--..-. .-
$100,000
Deductible Amount
$0
Money & Securities (Theft, Disappearance & Destruction)
Inside:
Outside:
Limit
$10,000
$10,000
FMIT MPC 1002
Deductible Amount
None
None
Page 1 of 1
09/09/2004
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0
..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... ..... ... ..... ... ..... ..... r-
<J1 C11 C11 .j>. to) to) to) to) to) to) to) to) N N N N N N N ... 0 0 0 r-
n i
8 2 8 0 8 8 ~ 8 ~ 8 2 8 8 ~ 8 0 0 0 0 0 0 0 o'
0 ~ 0 0 0 0 2 ~ lJl i
... ..... 00 ~ C11 ..... ~ C11 to) N ..... ..... Q:
OJ lJl g' ..... en g1 en en en (J) (J) (J) (J)..... en..... (J)'" (J)..... (J)..... en..... (J)'" :z ..... .....
1lI 1lI 8 ::r ::r ::r ::r ::r ::r ::r -g.~ 'OC11 3'~ 'OC11 3'~ -g.8l 'OC11 8 ...
i i i ~ ~ ~ ~ ~ ~ ~ ~ 3.g 3'~ 3.g ... 0
0 c5 ::30 ~ :z :z
3 ~ 3 ~ III ~~ ~~ ~~ ~~ ~~ ~~
1lI III ::r ::r ::r ::r ::r ::r ::r ::r JIl~ (J) )>
(J) OJ lJl lJl to lJl lJl to lJl 11::3 11::3 11::3 11::3 11::3 11::3 11::3 i 11 11 Co
~ ;;0 ~ ;;0 ~ ~ ~ ~ ~ ~ ~ <" r-1f r-1f r-CD r-1f r-1f r-1f r-1f iii ~ Co
P. .j>. a. ... 3 Cil
~ ~ ~ . (J) en (J) (J) en (J) (J) ~~. 5' III
~ ~ ~ ~ ~ ~ ~ ~ ~ '0 -g. -g. 'B. '0 '0 -g, co
:::I. :::I. :::I. 0
~ en :::I :::I :::I :::I ::J :::I ::3 ::3
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ co ~ co co co ~ co 1f ~ ~
::J ::3 ::3 1II 1II 1II 1II 1II (J) !D !D
1f CD 1f ~ ::J ::3 ::3 ::J :::I ::3 ::J ::3 lJl lJl lJl lJl to lJl OJ
1f 1f 1f 1f l@' 1f 1f 1f ~ <" ~ ~ ~ .[ <" '0 ~ ~
... :::I.
(J) en (J) ::J P- .0. ::3
l@' en (J) (J) (J) (J) (J) (J) en ::J :::I
'0 '0 '0 ~ ~ ~ ~ ~ ~ ~ 1f CD
::J. :::I. :::I, -g. '0 '0 '0 '0 '0 '0 '0 ~
::J ::J ::J en :::I. ::J. ::3. :::I. :::I. :::I. :::I. "n ...
<liJ co co ::J ::J ::J ::J ::3 ::J ::l ::l (J) (J)
'0 .~ ~ ~ co co co co co r-
1II 1II ::J. ~ ~ ~ ~ ~ ~ ~ '0 '0
"n "n "n :::I 1II 1II 1II 1II 1II :::I. ::J.
r- r- r- co "n "n "n "n "n "n "n "n ::J ::J ::J ::l ::l :::I ::J :::! :::!
1II r- r- r- r- r- r- r- r- 1f l@' 1f CD l@' CD 1f co co
"n ... ... 1II 1II
r- "n "n
r- r-
~ ~ ~
!ij' !ij' l@'
"0 "0 "0
iii iii iii
:::! :::! ::J
.... .... ....
~ ~ ~
I
~ G> ~
!ij' ~ ~
~ ~ ~
!l! ::3
m. ~
mt
:::!
~
z z z :!!
g g 0 til
g I T ;;0
3 ~ ~ !.
g g g ~
~ ~ ~ CD
D' D' D'
1i) ffi' CD
~ l ~ ~ ~ ~ ~ ~ ~
.--r ~ Sf ~ ~ Sf ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~
....~1II :::! ::l ::l ::l ::l ::J ::l ::3
,.... ,.... ..... .... ... ... .... ....
~ ~ ~ ~ ~ ~ ~ ~
1f ~ r- I I X G> ~ "0
"0 ~ ~ ~ ~ ~ a "0 c
[~~~1f-8~~-5
~ g g ~ ~ ~ ~ ~ g
~ CD 3m.*ll:
m- ~ g. mt
"0 [mt *
iii N *
;:!.
z z z z z z z z
o 0 0 0 0 0 0 0
::J :::! I. ::J ::J ::J ::J
~~3' g~gggg
3 333 333
0' 0' D' g 0' D' D' 0'
Iii Iii Iii 1II Iii Iii Iii Iii
d: d: d: d: d: d: d: d:
ft ft ft If If If If If
(J) (J) en (J) (J) (J)
111111
11 11 11 11 11 11~
o 0 000
3 3 3 3 3
(J) (J) (J)
III
l!!.. l!!.. l!!..
6' 6' 6'
333
en (J) (J) (J)
III I
l!!.. l!!.. l!!.. l!!..
6' 6' 6' 6'
333 3
iIt
iIt :" iIt iIt iIt iIt
iIt N (Q iIt ... ... iIt ~ N .....
C ~ ~ ~ ~ ~ ~ Q ~ ~
~~~~~~~~~~~~
~ ;3J
~~
sa.
.j>.
ssssssssssss
~~
_1II
!!l-
mt~
::J~
~~
III
!ij'
"0
iii
;:!.
;t:
...
;;0
[
III
3'
11
or
;;0
III
iii'
~
1lI
i
...
:...
~
iIt
o
m
III
1II
....
~
1II
f
III
CD
...
"0
iii
;:!.
!!:
I
r-.
~
en
Ii!'
d:
o
::J
z
~
3
0'
C
1II
d:
0'
ffi'
en
I
l!!..
~
iIt
...
...
N
~
s
m
III
~
~
1II
f
CD
...
"0
iii
;:!.
;t:
...
I
"0
iii
;:!.
o
'0
1II
11
:Ii'
;;0
III
~
1lI
(J)
~.
l!!..
6'
3
~
...
b:l
...
N
(J)
~.
l!!..
6'
3
~
8
~
m
III
~
~
1II
f
!ij'
"0
iii
::J
....
;t:
...
I
~
~
~ ~~
n i!!.
~ !l~
1II 1II
f f
III III
~ ~
-0 -0
iii iii
a a
;t: ;t:
... ...
:!!
~
11
;'
;;0
CD
1II
iii'
d:
<
1lI
11
;4
;;0
III
iii'
d:
<
1lI
(J)
I
l!!..
11
o
3
(J)
~
et
6'
3
iIt
...
N
00
N
...
.j>.
iIt
~
b
N
Cl)
(J) (J) (J)
I I I
11 11 11
~ ~ ~
iIt
N
C11
~
...
(Q
~
m -0 -0 -0
III C C C
21. 2: g: 2:
~ ~ ~ ~
lQ x- x- ,...
:t 1II 1II 1II
Q) I I ,
!ij' en C G>
-0 Ei S III
iii iil ~ ~
;:!. cg ~ CD
!!: 0
CD
o
::r
a-
S'
CD
o
ce'
CD
1II
~
11
i.
;;0
III
iii'
~
CD
11 <- <- <-
~' ~, ~. ~,
:;0 l[ l[l[
III
iii' ~ ~ ~
~ ~ ~ ~
CD ::3 ::3 ::J
-< -< -<
(J)
I
l!!..
11
~
(J) (J) (J) (J)
IIII
11~ 11 11 11
000
333
iIt
N
.....
(Q
(,.)
8
~ iIt
~~:1~
~ ~ ~ ~
en (J)
II
l!!.. l!!..
~ ~
iIt
f
~
8
~ i
s s ~ ~
~
II
~
Iii
I
o
o
::3
!
2
51
0'
:l
s:
CD
03
-, 0"'
~CD
o a ""1.
~~cn~.
~ !ij' -o(
~en~
. .... :'OhQ
.:. 3'''0
g ~ CD
~~::L
N3:'<
8 =i (j)
C118
~g.
CD
a.
c:
CD
~ ~ ~ 2 0 0 2 r-
w w
.... co Oil -.j Cl 8 r-
1
~
8 8 8 0 0 8 0 0
0 0 0 lD i
.... .... .... .... .... .... .... is::
~ ~ z ~ (") (J) (J)
Dl ~ ::T ::T ~
::I. :l :l ~ i
g f! a. ~
:i" ~ >
CIl (J) Dl a
~ iii" i a.
"tl -f ~ m a.
::I. ~ 0 <" i
:l :l ~. a.
f! CQ
CIl ~ CD (") ~ 110 l/I
(J) m ~ a :l (")
"tl <" ~ !D ::T
::3. a. i CD ..., CD
:l
CQ ~ ::I ~ (J) iii
CIl f! "tl (1)
;, :l (J) :l ::I. ~
r- f! (J) -g. f! :l
"tl CQ :l
(J) ::I. :l (J) CIl f!
"tl :l CQ "tl ;,
::3. CQ CIl ::3. r- (J)
CIl ;,
::3 ;, ::! "tl
CQ r- CQ ::3.
CIl r- CIl ::!
;, ;, CQ
r- r- CIl
;,
r-
--f 0 r- r- r- r- r-
31: Dl = = = = =
"tlCll :I'<" (J) (J) (J) (J) (J) f
an
~l d1 liT liT liT liT liT
d: d: c:!: d: d:
~ 0 0 0 0 0
~~ ::! ::! ::! ::! ::!
fiNS' ~
::T
c:!:
::!
CQ
Dl s:
::!
a.
m CD
III (")3
I:
g ~C"
@ ...oCD
d: o-'""'t.
0 ~ ~~
::!
- ::!
N f!
~(J)'"
:cO
... 5'''0
gcgCD
o - ~
... ."
Z t... Z Z Z Z z ~3::
0 0 0 0 0 0 0 o -
::! iii' ::! ::! ::! i' i' o-fcn
~ [ ~ ~ ~ g g 018
3 f 3 3 3 3 3 *g.
0" g- O" 0" 0" g- (') CD
I: I: I: I:
CIl CIl CIl l/I (II CIl 0 C-
d: ::! c:!: d: d: d: d: :l
0" -< 0" 0" 0" 2: 0" * C
CD CD CD CD (1) CD ar
I:
!l
o.
-I :l
~
en (J) en (J) (J) (J) (J)
"tl lllll "tl ~
Pl !l
lil: !!!.
f ." ." ." ." ." d1
~ 0 0 0 0
3 3 3 3 3
~ I~
.... ~
Oil i i
bl r i ~ i r
Oil (II
-.j (0 -.j (II
Co ~ ~ ~ b bl b1 Co
Oil .... :i;! Oil (II
0 0 co (II
... "U ~
g II
"''1
~
.,..
a ~ Iii
~
.,.. Cl
i,)
Cl ~ ~~ ~ ~~ ~
0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 0
.... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... r-
01 01 01 .... W W W W W W W W IV IV IV IV IV IV IV .... 0 0 g i
8 ~ 8 8 g 8 ~ ~ ~ 8 ~ 8 8 ~ ~ ~ 8 8 8 8 ~ 8 o'
aJ i
.... .... -..j .... -..j W IV .... .... .... ii
lJl lJl g' .... (Jl (Jl (Jl (Jl (Jl (Jl (Jl (Jl (Jl.... (Jl.... (Jl.... (Jl.... (Jl.... (Jl.... (Jl.... ?!= .... ....
III i 8 ::r ::r ::r ::r ::r ::r ::r ::r -g.~ ].~ ].~ 1~ ~.~ -g.~ '001 8 ....
::r i ~ ~ i ~ ~ ~ ~ ~ 5-8 .... 0
III
~ 3 :E ~ ~~ :f;l~ :f;l~ ~~ :f;l~ l!l. ?!= ?!=
III ::r ::r ::r ::r ::r ::r ~~ !"~ (Jl >-
-n -n
~ ~ ~ (Jl lJl lJl lJl lJl lJl lJl lJl lJl -n;, ;, -n;, -n;, -n::l -n::l -n;a c:r iil f Q..
;:0 ~ $: ~ $: $: ~ <" [ I""'~ I""'~ I""'~ I""'~ I""'~ I""'~ 1""'!Jl m Q..
~ po 3 Cil
. (Jl (Jl (Jl (Jl (Jl ::i" ::i"
~ ~ ~ ~ ~ ~ ~ ~ ~.~ :E (Jl (Jl ~ g:
-g. -g. -g. -g. -g. -g. -g. (Q (Q
0 0
~ en ;, ~ ::I ::I ~ ::I ;, ::I
~ :E ~ ~ ~ ~ ~ ~ ~ ~ ~ (Q (Q ~ (Q (Q ~ ~ ~
::I i ;, III III III III III ~
~ ~ ~ ::I ::I ::I ::I ::I ::I i ::I lJl lJl lJl lJl lJl lJl lJl en
~ ~ ~ if if ~ ~ $: <" <" $: ~ ~ .[ '0 ~ ~
::I.
en en en ::I po po ::I
~ en en en en en en en en ;, ::I
'0 -g. -g. ~ ~ ~ ~ ~ :E ~ ~ ~ ~
::I. '0 '0 '0 '0 -g. '0 '0 '0
::I ::I ::I en ::I. .... ::I. ::I. ::I. ::I. ::I. "n
(Q (Q (Q '0 ::I :r ~ ;, ::I ::I ::s ::I en I"'" en en
III III III ::I. (Q (Q (Q (Q (Q (Q (Q ~ ~ ~ ~ ~ :E ~ '0 '0
"n "n "n ;, III III III III III III III III ;,. ::I.
I"'" I"'" I"'" (Q "n "n "n "n "n "n "n "n ::s ::I ;, ::I ;, ::i" ::I ::s ::I
III I"'" I"'" I"'" I"'" I"'" I"'" I"'" I"'" It ~ It ~ It It ~ (Q (Q
"n III III
.... .... .... .... "n "n
I"'" I"'" I"'"
~~~_l~~
II !Jl ~ !f!f
fd1 fd1 fd1 ~ fd1 fd1
~ ~ ~ ! ~ ~
I Ci '
:E G> !U ~ 5i 5i
~ ~ g> ~ ~ ~
~ ~ ~ ~ gg
~ ~ ~
~ ~
"" -0
iil
;a
z z Z -n Z
ggg;'g
~ ~ ~ ~ g>
333(ii'5-
g-g-g-~c
:g, :g, :g, ell :g,
0'" 0'" 0'" 0-
CD CD CD CD
~ ~ ~ I ~ ~
~ !f II "i ~ ~
-0 -0 -0 -0 -0 -0
iil iil iil iil iil iil
::I ;, ;, ::s ;, ::s
...........,........
~ ~ ~ ~ ~ ~
I I
~~~~!U;p
=ltacG>~
2/j i -g 5. 5l :J:
~ m: ~ ~ o;i g
!f ~m.~~
Jl g- o;i
III -l;'
a ~ ~
IV ""
z z z
000
::s i' i'
g> g g
333
g- g- ~
III III III
= d: d:
0- 0- 0-
CD CD CD
z z z z
o 0 0 0
i' ::s ::I ::I
Q ~ ~ ~
~ 333
0- 0'" 0- 0-
C C C C
III III III III
d: d: d: d:
0'" 0'" 0'" 0-
CD CD CD CD
en en en en en en en en en en en en
111111111111
-n -n -n -n -n -n -n -n -n -n -n -n
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~
~ . .... .... ........
~ ~ ~ ~ ~ ~ ~ i ~ ~
~~~~~m~~~~~~
g ;;Y
~~
a
....
.... .... ....
000
~ ~
~~~~~~~
:Elr
alii
!Jl....
:E
o;illl
;,11I
""f
III
It
....
-0
iil
;a
:t:I:
....
;:0
~
iil
3'
-n
;0
;:0
lJl
(ii'
~
ell
en
~
~
61
3
i
....
.....
~
....
o
m
III
l!l.
~
III
f
III
!f
-0
iil
;a
:t:I:
....
1"""
;$
~
d:
o
::I
z
~
3
0-
Iii
d:
2:
ell
en
l
!!!.
61
3
....
....
....
IV
)..
01
01
....
o
m
Q)
l!l.
~
III
!
II
-0
iil
;a
:t:I:
....
-0
iil
;a
o
'0
III
-n
:~r
;:0
lJl
(ii'
~
CD
i
-n
o
3
~
....
Co
....
IV
en
~
~
61
3
~
o
o
b
8
m
III
III
-
~
III
!
It
....
-0
iil
;a
:t:I:
....
I
~
iil
cr
....
-n
;"
;:0
lJl
(ii'
=
ii
en
~
~
61
3
....
....
IV
00
N
....
....
en
~.
!!!.
-n
o
3
....
IV
01
b
8
m ()m
Q) Olll
III ::I1Il
- 1iT-
~ a~
III III
f f
Q) Q)
~ ~
-0 -0
iil iil
a a
'!1: '!1:
I
:!!
it
(iI
-n
;"
~
(ii'
cr.
<
ell
en
l
!!!.
-n
o
3
....
w
-..j
"2
Ol
t
-n
~
~
(Q
w
8
m -0
III C
2!. g:
~ ~
III Cf
f ~
III I
II en C G>
-0 cr 5!: Q)
iil iil ~ ~
;a <g ~ ell
'!1: (")
Cll
-0 -0
c c
Q: Q:
n' n'
~ ~
~ ~
III III
()
::r
a-
3'
Cll
o
cO'
Cll
III
It
til
-n
;0
;:0
m
(ii'
d:
<
ell
-n <- <- <-
;' ~. ~. ~.
;;0 [ [ [
lJl
iii"~~at
~ g g g
-< -< -<
en
~
~
-n
~
en en en en
1111
-n -n -n -n
~ ~ ~ ~
~
....
(Q
~
en
~
~
61
3
....
IV ....
!: .... .... ....
o 0; ~ ~
~~81~
1>: 00 Ol 0
en en
l ~.
!!!. !!!.
-n -n
o 0
3 3
....
l:f
':...l
o
o
~ i
b b
~ ~ 8 ~
~
II
~
Iii
I
o
o
::I
~
s:l.
o'
::I
s::
CD
()3
-. 0"
...~CD
0........
os;....
... 3 en._
~ ~ 1J\
~en'"
.....'0..0
.:. 5'''0
Q ~ CD
~ ;, ::1
N3::'<
8 i~
00 CD
Co
c:
CD
~ ~ * 0 0 0 0 r-
c.l c.l ~ ~
.... <0 CD g I
8 8 8 8 0 8 8 l:Il
0
.... .... .... .... .... .... .... is:
Of ~ z s; 9 Ul Ul
III 0 ::T ~
is. ::J a iii' ~ ~
I: !{ :i" !i. ~ >
0 Ul III i' a
~ (') Cl.
'0 ~ ii :::0 m Cl.
::J. 0 [
::J ::J ::J. po. ;
!{ (0 < ~ ~ Qo III
III ~ CD (') III
Ul m ~ ~. ::J (')
'0 [ ~ !{ ::T
::J. ::J ~ CD
::J ~ ::J !{ Ul iii
<0 ~
III !{ '0 CD
-" ::J Ul ::J ::J. ~
r- !{ Ul '0 !{ ::J
'0 ::J. ~ ::J
Ul ::J. ::J Ul li!'
'0 ::J (0 '0 -" .,
(0 III r-
::J. 0 -" ::J. Ul
::J -" ::J '0
(0 r- ~ ::J.
III r- ::J
-" -" (,Q
0
r- r- -"
r-
--i 0 r- r- r- r- r-
31: 1Il ~ ~ ~ ~ ~
'00 ~ Ul Ul Ul
~g "Tl ~ 6l" 6l" 6l" ~
~~.... g(ll g: g: g: g: g:
~~ tll ::J ::J ::J ::J ::J
!ifcC' :E
a; ~
::J
(,Q
III
::J
Co
m
m
I:
CI:
==
o
III
CI:
o
::l
Z 5" Z
o iii. 0
~ [ ~
3 ~ 3
0" III 0"
Iii :g Iii
CI: ::J cl:
~ -< ~
Z Z Z Z
000 0
I ::J('). T T
bJob'b'
333 3
g- g- g- g-
III III III III
=: = c::r: c:!':
0" 0" 0" 0"
~ ~ ~ ~
-i
l
Ul Ul Ul Ul Ul Ul Ul
1111111 I~a~:
"Tl "Tl "Tl "Tl "Tl "Tl -n
~ ~ ~ ~ ~ ~ ~
~
....
CD
en
CD
'"-I
~
~i
~ ~
i~~i~
00 b bl en 'CD
IG 0 ~ ~ 81
g ;\'
....ca
en II
~~
a
Ig2l
$I
I~
~
~
~ I~l
;.."
2l ~~~~~~~
I
o
o
::J
~
I:
f;1.
o'
::I
s:
(1)
(')3
~C"
...0(1)
0-'"
~ ~ ('J)1i~
... ::J
I\)li!'
~~..,
-.---D.O.
.:.. 3."0
g~(1)
o - ~
... "Tl
i\)~
o -
g i~
(1)
Co
C
(1)
FMIT PROPERTY AND ALLIED COVERAGES
October 1, 2004 - October 1, 2005 Scheduled Coverage Forms List
FMIT #0648
Schedule C
, . brm#
Description
COMMON
FMIT IND 10-04
FMIT GC 10-04
FMIT MPC 10-02
IL 00 17 11-98
IL 02 55 07-02
Indemnity Agreement
Coverage Agreement
Miscellaneous Property Coverages
Common Policy Conditions
Florida Changes - Cancellation And Nonrenewal
PROPERTY
PR-SCHED 01-02
CP 14 50 10-00
FMIT FCR 10-02
CP 00 90 07-88
CP 00 10 10-00
FMIT PROP 03 10-04
CP 01 25 06-95
CP 10 30 10-00
FMIT PROP 12 10-02
CP 00 50 10-00
CP 00 32 10-00
EMIT EBC 10-02
Property Schedule
Radio Or Television Antennas
Fungus Remediation
Commercial Property Conditions
Building And Personal Property Coverage Form
Coverage Extensions
Florida Changes
Causes of Loss - Special Form
Ordinance Or Law Coverage
Extra Expense Coverage Form
Business Income Coverage H(-Without -Extra Expense-)
Equipment Breakdown Coverage
INLAND MARINE
FMIT IM SCH 10-04
FMIT PROP 02 10-02
CM 00 01 09-00
CM 00 66 09-00
CM 00 67 09-00
Miscellaneous Schedule Of Inland Marine
Inland Marine Floater
Commercial Inland Marine Conditions
Accounts Receivable Coverage Form
Valuable Papers And Records Coverage Form
CRIME
CR 00 21 03-00
FMIT PROP 05 10-02
Commercial Crime Coverage Form (Loss Sustained Form)
Public Employees Blanket Bond
FMIT PROP DEC 1004
Page 2 of 2
FISCAL YEAR 2004-2005 FINAL BUDGET
FIRE. ALL DIVISIONS. SUMMARY
Projectecl
Account FY 02103 FY 03104
.ftI!!!!b!! D..crIDtlon of EXDendltur. Actual Actual
51210 Regular Salaries $1,700,732 $2,092,125 $2,183,975 $2,148,475
51210 Sick Leave Purchase $31,280 $33,200 $37,550 $37,550
51214 Overtime Salaries $116,037 $164,000 $164,600 $164,600
52110 F.I.C.A. Taxes-C1ty Portion $135,306 $173,275 $182,275 $182,275
52310 Health/Life Insurance $179,908 $205,600 $218,100 $218,100
52320 Workers' Comp. Insurance $117,813 $145,040 $145,175 $145,175
52330 Pension Expense $140 332 $174275 $188975 $188 975
Total PayrOll $2,421,408 $2,987,515 $3,120,650 $3,085,150
53140 Physical Exams $16,320 $20,475 $20,600 $22,800
53150 Criminal Histories $180 $0 $200 $0
54010 Travel & Per Diem $2,460 $6,100 $6,600 $6,600
54110 Telephone $5,044 $7,000 $6,000 $7,000
54210 Postage $410 $400 $400 $400
54310 utility Services $13,794 $17,500 $17,500 $17,500
54410 Equipment Rental $350 $600 $600 $600
54630 Repair & Maintenance - Equipment $26,106 $24,850 $32,000 $36,480
54640 Repair & Maintenance - Communications $798 $3,000 $3,000 $3,000
54650 Repair & Maintenance - Vehicles $19,940 $25,000 $25,000 $25,000
54660 Repair & Maintenance - Building $38,660 $19,500 $20,000 $20,000
54682 Repair & Maintenance - Grounds $1,438 $2,000 $2,000 $2,000
54720 Copy Machine Supplies $501 $2,350 $700 $700
54730 Printing Expense $479 $1,200 $1,200 $1,200
54800 Promotional Activities $5,525 $8,000 $8,000 $8,600
55110 OffIce Supplies $1,227 $1,700 $1,700 $1,700
55120 ComputerlPrlnter/Fax Supplies $0 $0 $0 $0
55210 Fuel & Oil $9,257 $11,000 $11,000 $11,000
55220 Tires & Filters $3,863 $4,000 $4,000 $4,000
55230 Operating Supplies $10,911 $9,800 $20,300 $20,300
55240 Uniforms $15,562 $20,600 $20,600 $20,600
55260 Janitorial Supplies $3,769 $4,000 $4,000 $4,000
55270 Small Tools & Equipment $32,945 $14,000 $4,000 $4,000
55290 Protective Clothing $14,497 $23,000 $23,000 $23,000
55410 Subscriptions $784 $900 $900 $900
55411 Dues & Registrations $2,892 $3,800 $3.800 $3,800
55420 Operational Books $1,278 $2,000 $2,000 $2,000
55430 Employee Development $7,263 $19,500 $19,500 $19,500
55440 Certification Expense - HRS $0 $1,600 $1,600 $1,600
55441 Accreditation Expense $1,239 $0 $3,000 $3,000
Transfer to LOC Debt Service Fund $0 $301 742 $0 $301,742
Total Operating $237,492 $555,617 $263,200 $573,022
57160 Lease Purchase Vehicle $0 $0 $33,600 $0
62000 Buildings $0 $30,000 $7,000 $37,063
64000 Equipment-General $59,292 $118,548 $42,400 $118,548
64100 Vehicles $0 $292,000 $0 $300,000
64200 Data Processing Equipment $8,404 $2,788 $0 $2,788
64300 FumtlturelOfflce Equipment $0 $0 $0 $0
Total Capital $67,696 $443,336 $83,000 $458,399
TOTAL FIRE. SUMMARY BUDGET $2 726 596 $3986468 $3466850 $4116571
C-47
CITY OF WINTER SPRINGS
FISCAL YEAR 2004-2005 FINAL BUDGET
FIRE. EMS. 2220
Projected
Account FY 02103 FY 03104
~ De.crlDtlon of Exoendlture Actual Actual
51210 Regular Salaries $38,591 $54,200 $53,200
51210 Sick Leave Purchase $1,015 $0 $1,000
52110 F .I.CA Taxes-City Portion $2,763 $4,050 $4,050
52310 Health/Life Insurance $5,136 $4,900 $4,900
52320 Workers' Compo Insurance $2,463 $3,840 $3,650
52330 Pension Expense $3126 $4400 $4 400
Total Payroll $53,094 $71,390 $71,200
53140 Physical Exams $350 $400 $400 $400
54010 Travel & Per Diem $462 $1,000 $1,500 $1,500
54630 Repair & Maintenance - Equipment $2,265 $3,000 $3,000 $3,000
54730 Printing Expense $290 $300 $300 $300
55230 Operating Supplies $287 $500 $500 $500
55240 Uniforms $282 $600 $600 $600
55270 Small Tools & Equipment $0 $0 $0 $0
55411 Dues & Registrations $689 $800 $800 $800
55440 Certification Expense - HRS $0 $1,600 $1,600 $1,600
T olal Operating $4,625 $8,200 $8,700 $8,700
64300 FumtiturelOffice Equipment $0 $0 $0
Tolal Capital $0 $0 $0
TOTAL FIRE. EMS BUDGET $57719 $79,590 $79,900
Fumtlture/Offlce Equipment:
Replacement Furniture $2,500
C-49
CITY OF WINTER SPRINGS
FISCAL YEAR 2004-2005 FINAL BUDGET
FIRE. OPERATIONS. 2240
Projected
Account FY 02103 FY 03104
Number DescrlDtlon of ExDendlture Actual Actual
51210 Regular Salaries $1,472,145 $1,800,000 $1,889,600 $1,854,100
51210 Sick Leave Purchase $16,102 $20,000 $22,300 $22,300
51214 Overtime Salaries $116,037 $163,000 $163,000 $163,000
52110 F.I.C.A. Taxes-City Portion $117,588 $150,000 $158,600 $158,600
52310 Health/Life Insurance $156,358 $180,000 $190,900 $190,900
52320 Workers' Compo Insurance $103,877 $128,000 $128,325 $128,325
52330 Pension Expense $120,882 $150 000 $164 600 $164,600
Total Payroll $2,102,989 $2,591,000 $2,717,325 $2,681,825
53140 Physical Exams $15,040 $19,200 $19,000 $21,200
54010 Travel & Per Diem $714 $1,000 $1,000 $1.000
54410 Equipment Rental $350 $600 $600 $600
54630 Repair & Maintenance - Equipment $19,613 $18,000 $23,000 $27,480
54640 Repair & Maintenance - Communications $798 $3.000 $3,000 $3,000
54650 Repair & Maintenance - Vehicles $19,940 $25,000 $25,000 $25,000
54660 Repair & Maintenance - Building $37,521 $18,000 $18,000 $18,000
54682 Repair & Maintenance - Grounds $1,438 $2,000 $2,000 $2,000
54730 Printing Expense $0 $300 $300 $300
54800 Promotional Activities $0 $500 $500 $500
55210 Fuel & 011 $9,257 $11,000 $11,000 $11,000
55220 Tires & Filters $3,863 $4,000 $4,000 $4,000
55230 Operating Supplies $9,085 $6,500 $16,500 $16,500
55240 Uniforms $14,693 $18,500 $18,500 $18,500
55260 Janitorial Supplies $3,769 $4,000 $4,000 $4,000
55270 Small Tools & Equipment $32,945 $12,000 $2,000 $2,000
55290 Protective Clothing $14,497 $23,000 $23,000 $23,000
55411 Dues & Registrations $655 $700 $700 $700
59160 Transfer to LOC Debt Service Fund $0 $301,742 $0 $301,742
Total Operating $184,178 $469,042 $172,100 $480,522
57160 Lease Purchase Vehicle $0 $0 $33,600
62000 Buildings $0 $30,000 $7,000
64000 Equipment-General $59,292 $118,548 $42,400
64100 Vehicles $0 $292,000 $0
64200 Data Processing Equipment $5 904 $0 $0
Total Capital $65,196 $440,548 $83,000
TOTAL FIRE. OPERATIONS BUDGET $2,352 363 $3500590 $2,972425 $3,617,958
Buildings:
Slab & materials $6,000
Equlpment-General: Data Processing Equipment:
28 composite air botues $22,400 2 PCs (replace) $4,400
4 tempest fans $5.600
Generator (replace) $3,000
Flolo-Pump (replace) $1,700
4 Motorola Radios (replace) $16,000
$48,700
C-51
Page 1 of 1
Greg Bishop
From: Tim Lallathin
Sent: Wednesday, August 24, 2005 9:26 AM
To: Greg Bishop
Cc: David O'Brien
Subject: Vehicle including equipment values for the Fire Department and generators
Greg,
The value for the vehicles and equipment carried on the vehicles housed inside the respective fire station are as
follows:
Station 24 - 102 North Moss Road $1,025,000.00
Station 26 - 850 Northern Way $440,000.00
Station 28 - 1126 East SR 434 $100,000.00
The Generator at Fire Station 24 specifications:
MAKE: Spectrum by Detroit Diesel
MODEL: 35GS60
FUEL: Propane
KW:35
PURCHASED: 1994
PRICE: $17,000
The Generator at Fire Station 26 specifications:
MAKE: Onan
MODEL: RJC-3CR/7512AB
FUEL: Propane
KW: 12.5
PURCHASED: 1981
PRICE: $7,500
Timothy J. Lallathin, Fire Chief
City of Winter Springs Fire Department
102 North Moss Road
Winter Springs, FL 32708
Direct Line: (407) 327-7575
Office: (407) 327-2332
Fax: (407) 327-4750
Email: tlallathin@winterspringsfl.org
9/14/2005
.
CITY OF WINTER SPRINGS
fiSCAL YEAR 20~2005 FINAL BUDGET
fiRE - TRAINING - 2250
Projected
Account FY 02103 FY 03104
~ Oe.crlDtlon of ExDendlture Actual Actual
51210 Regular Salaries $55,075 $59,325 $58,275
51210 Sick Leave Purchase $0 $0 $1,050
52110 F.I.C.A. Taxes-Clty Portion $3,884 $4,525 $4,525
52310 Health/Life Insurance $5,400 $5,100 $5,100
52320 Workers' Compo Insurance $3,447 $3,975 $3,975
52330 Pension Expense $4404 $4,725 $4,725
Total Payroll $72,210 $77.650 $77,650
53140 Physical Exams $300 $260 $400 $400
53150 Criminal Histories $180 $0 $200 $0
54010 Travel & Per Diem $282 $1,500 $1,500 $1,500
54630 Repair & Maintenance - Equipment $146 $1,000 $1,000 $1,000
54730 Printing Expense $189 $500 $500 $500
54800 Promotional Activities $5,363 $7,000 $7,000 $7,600
55230 Operating Supplies $388 $1,000 $1,000 $1,000
55240 Uniforms $297 $500 $500 $500
55270 Small Tools & Equipment $0 $2,000 $2,000 $2,000
55410 Subscriptions $784 $900 $900 $900
55411 Dues & Registrations $230 $600 $600 $600
55420 Operational Books $1,278 $2,000 $2,000 $2,000
55430 Employee Development $7,263 $19,500 $19,500 $19,500
Total Operating $16,700 $36,760 $37,100 $37,500
64200 Data Processing Equipment $2 500 $0 $0
Total Capital $2,500 $0 $0
TOTAL FIRE - TRAINING BUDGET $91,410 $114,410 $114,750
Data Processing Equipment:
PC (replace) $2,200
C-52
CITY OF WINTER SPRINGS
FISCAL YEAR 2004-2005 FINAL BUDGET
FIRE. PREVENTION. 2230
Projected
Account FY 02103 FY 03104
Number DescrlDtlon of Exoendlture Actual Actual
51210 Regular Salaries $47,020 $48,600 $48,600
51210 Sick Leave Purchase $1,882 $1,800 $1,800
52110 F.I.C.A. Taxes-City Portion $3,371 $3,800 $3,800
52310 Health/Life Insurance $5,342 $5,100 $5,100
52320 Workers' Compo Insurance $2,948 $3,350 $3,350
52330 Pension Expense $3910 $4150 $4,150
Total Payroll $64,473 $66.800 $66,800
53140 Physical Exams $370 $300 $400 $400
54010 Travel & Per Diem $0 $600 $600 $600
54630 Repair & Maintenance - Equipment $1,881 $1.500 $2,000 $2,000
54660 Repair & Maintenance - Building $425 $1,000 $1,200 $1,200
54730 Printing Expense $0 $100 $100 $100
55230 Operating Supplies $0 $300 $300 $300
55240 Uniforms $158 $500 $500 $500
55270 Small Tools & Equipment $0 $0 $0 $0
55411 Dues & Registrations $235 $500 $500 $500
Total Operating $3,069 $4,800 $5,600 $5,600
64200 Data Processing Equipment $0 $0 $0
Total Capital $0 $0 $0
TOTAL FIRE. PREVENTION BUDGET $67,542 $71,600 $72,400
Small Tools & Equipment: Data Processing Equipment:
Camera $300 1 PC $2,200
C-50
CITY OF WINTER SPRINGS
FISCAL YEAR 2004-2005 FINAL BUDGET
fiRE. ADMINISTRATION. 2210
Projected
Account fY 02103 fY 03104
~ DescrlDtlon of Exoendlture Actual Actual
51210 Regular Salaries $87,901 $130,000 $134,300 $134,300
51210 Sick Leave Purchase $12,281 $11,400 $11,400 $11,400
51214 Overtime Salaries $0 $1,000 $1,600 $1,600
52110 F.I.CA. Taxes-City Portion $7,700 $10,900 $11,300 $11,300
52310 HealthlLlfe Insurance $7,672 $10.500 $12,100 $12,100
52320 Workers' Compo Insurance $5,078 $5,875 $5,875 $5,875
52330 Pension Expense $8010 $11000 $11.100 $11 100
Total Payroll $128,642 $180,675 $187,675 $187,675
53140 Physical Exams $260 $315 $400 $400
54010 Travel & Per Diem $1,002 $2,000 $2,000 $2,000
54110 Telephone $5,044 $7,000 $6,000 $7,000
54210 Postage $410 $400 $400 $400
54310 Utility Services $13,794 $17,500 $17,500 $17,500
54630 Repair & Maintenance - Equipment $2,201 $1,350 $3,000 $3,000
54660 Repair & Maintenance - Building $714 $500 $800 $800
54720 Copy Machine Supplies $501 $2,350 $700 $700
54800 Promotional Activities $162 $500 $500 $500
55110 Office Supplies $1,227 $1,700 $1,700 $1,700
55120 Computer/Printer/Fax Supplies $0 $0 $0 $0
55230 Operating Supplies $1,151 $1,500 $2,000 $2,000
55240 Uniforms $132 $500 $500 $500
55411 Dues & Registrations $1,083 $1,200 $1,200 $1,200
55441 Accreditation Expense $1,239 $0 $3,000 $3,000
Total Operating $28,920 $36,815 $39,700 $40,700
64200 Data Processing Equipment $0 $2 788 $0
Total Capital $0 $2,788 $0
TOTAL FIRE. ADMINISTRATION BUDGET $157562 $220,278 $227,375
Data Processing Equipment:
2 replacement PCs $4,400
C-48
I
Miscellaneous Property Coverages
, FMIT #0648
October 1, 2004 - October 1, 2005
Loc # Bldg #
001 001
Business Income
Limit
$250,000
Extra Expense
Loc # Bldg #
001 001
All locations are covered under Coverage Extension 5g.
Valuable Papers
Loc # Bldg #
001 001
All locations are covered under Coverage Extension 5c.
Accounts Receivable
Loc: # elcjg#
001 001
All locations are covered under Coverage Extension 5f.
Bond Type
Honesty Blanket Bond
Crime/Bond
Bond Limit
$50,000
Coinsurance
100%
Limit
$250,000
Limit
$100,000
Limit
-----..---.---...- -
$100,000
Deductible Amount
$0
Money & Securities (Theft, Disappearance & Destruction)
Inside:
Outside:
Limit
$10,000
$10,000
FMIT MPC 1002
Deductible Amount
None
None
Page 1 of 1
09/09/2004
FLORIDA MUNICIPAL INSURANCE TRUST
PROPERTY, ALLIED LINES AND CRIME
DECLARATIONS
I. DESIGNATED MEMBER:
City of Winter Springs
,! Government Description
Municipality
Agreement No.: FMIT #0648
III. COVERAGE PERIOD
From October 1, 2004
the Designated Member
to October
I, 2005
12:01 A.M. Standard Time at the address of
Premium
B .
D d fbl IT
L' .
p
Blanket:
aSls e uc I e type Imlt Net remlum
$58,582
$1,000 $18,687,980 Included
$1,000 $2,546,260 Included
Agreed Amount
Replacement
Cost
Yes
No
Per Extension Included
Agreed Amount $250,000 Included
Per Extension $0 Included
Actual Cash Per Schedule $1,051,674 Included
- .Yalue_ . - .. - .
Yes Included
Per Extension $250 Included
Per Extension $0 Included
$0 Per Schedule Included
$0 Per Schedule Included
Per Schedule Included
IV. Property and Allied Coverages
Real Property
Personal Property
Coinsurance:
Valuation Basis:
Blanket:
Inflation Guard:
Time Element
Business Income
Coinsurance:
Extra Expense
Inland Marine
Valuation Basis:
Valuable Papers
Accounts Receivable
Crime
Money & Securities - Loss Inside
- Loss Outside
Bond
Honesty Blanket Bond
V. This Agreement includes these endorsements and schedules: See Schedule C
VI. ESTIMATED ANNUAL PREMIUM
Normal
Premium
Incentive
Credit
Net
Premium
Florida Municipal Insurance Trust (FMIT) $66,445
$7,863
$58,582
Florida League of Cities Sponsored Insurance Programs Since 1977
THIS DECLARATIONS AND THE SUPPLEMENTAL DECLARATIONS, TOGETHER WITH THE COMMON CONDITIONS, COVERAGE
FORM(S) AND ENDORSEMENTS COMPLETE THE ABOVE NUMBERED AGREEMENT.
FMIT PROP DEC 1004 Original Page 1 of 2
10/15/2004
~ ~
000
~ ~ ~
~ ~
s s s s S S 0
CIO ~ 0) CJI "'" (,0) ~
S S
.... 0
00000
~ ...... -a. ...... ~
CO CIO -..j 0) 0)
~ g ~ g g g ~ g ~ ~ ~ ~ g g ~ g g ~ g ~ S
a!f~~~
[Hod
lS. OJ OJ C 'tl
~~<~:E~,
& o.o.9!c5
< ~ ~ ~ < :e.
:s ~ ~ (1) :s ~
i ~ ~ ~ i ~
en 'tl 'tl - en :E
~'~'~'~~'i
'fil ~~~.!I' en
'TI r r c5 " -g,
r l/I r ~
'TI <0
r l/I
'TI
r
-lcenlJOO
l/I ~ III 0 c
~-'i~cr
~ ~ 'Di S' 0
; lS. I>> 6' ~'
~ Q i;l ~ <
CD a < 3'
< (1) :s ~ Iii
:s ~ ~ "i
a ~ l! l en
III ~ en en -g,
en ... -g 'tl ~
'tl en ~' ~, 'fil
5' 'tl <0 c5 'TI
'fil 5' ,!II ,!II r
. <0""
" l/I r r
r 'TI
r
fT1 ~ ~
a g- m
~ Qo ~
~ ~ Q
it ~ 0
.... S' S' ~
g ~ ~ ~
~ a i S'
~ ~ en ~
i l! ~, ~
en en <0 ~,
'tl 'tl .l/I c5
5' 5' ;TI ,!II
'fil ~ ;TI
. "
;TI r
~ mt ~
m c5 !2,
8- - ~
i I ~
o ~
~' ~
~ ~
-, ~
a s-
III ...
en~
~, 5'
~ <0
10 l/I
l/I 'TI
'TI r
r
~ ~ m m
s. iii' .... ....
0. ~
en ;n
cr is:
l ~
~ ~
!It S'
en Q.
'tl C1l
5' ~
~ ~
" ...
r (f)
'tl
~,
c5
l/I
'TI
r
z z
~ ~
~ ~
~ ~
'< '<
~ ~
~ ::J
l l
(f) (f)
'tl 'tl
::I, ::I,
~ ::I
<0 10
l/I l/I
'TI 'TI
r r
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
(f) (f) (f) en (f) (f) en (f) en (f) (f) en (f) (f) (f) ~ en (f) (f) ~ !It
~ ~ ~ ~.~ ~o' ~o' ~o' ~ ~ ~o'o ~=o ~= ~o' ~o' =0' ~o= ~o-'o ~= ;Ill~ -
g g g g g ~.~ ::J ::J ::J ::J ::J ::J ::J ::J ::J ::J ::J ::J m
Qo a 3.
" :!! :!!
~ I t
o G) G)
CD a a
c c:
::J ::J
0. 0.
r r
~ ~
!2. !2.
mt mt
::J ::J
;t'C ;t'C
z z z z
000 0
h h h h
o 0 Q 0
3 3 :l 3
g cr g g
l/I Iii l/I l/I
==d:d:
ff ff ff ff
z z z
000
i' i' i'
~ ~ ~
333
cr cr cr
c c c:
l/I l/I l/I
d: d: d:
cr cr cr
cr cr cr
z z z z
000 0
::J ::J ::J ::J
I:> 00' ;., h
~ 3 ~ ~
g cr cr g
l/I Iii Iii l/I
d: = d: d:
cr cr cr cr
S' S' S' S'
z z z z
o 0 0 0
i' i' i' i'
~ ~ ~ ~
3 3 3 3
cr cr cr cr
c c c c:
l/I l/I l/I l/I
=c::r.cr.ct
cr cr cr cr
cr S' cr cr
z z z z z z
~ ~ ~ ~ ~ ~
33333 3
g g g g g g
l/I l/I l/I l/I l/I l/I
d: = d: = = d:
cr cr cr cr cr cr
S' cr cr S' cr S'
en (f) (f) (f) (f) en en (f) (f) (f) en (f) (f) en en en (f)
11111111111111111
" " " " " " " " " " "
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
000 0
...... ... ..... .....
0) 0) CJI U1
8 8 82
N .... CJI ~
CIO CIO OJ OJ
CJI CJI III III
...... ..... :T ::r
Z Z III III
003 3
!if !if III III
~ ~ ~ -~
~ ~ ~ ~
~ ~ ~ ~
:s :s ::J ~
::J ::I Iii CD
..... sr '"Iii ~
!It "i en (f)
~ ~ -g, -g.
::I, ~, c5 c5
c5 rE ,!II ,!II
,!II ,!II " "
" " r r
r r
":E
~lll
~l!
lJ
m
::J
-
=It
....
~ ~ ~
Sf l Sf
lJ lJ lJ
m m m
a a a
:!! a a
, ,
~
CD
...
tim;i~~~~~m!i!i~~~
~~~~~~g~~~~~mt~CIO~~~
N ~ "'" ~ 0 CJI CJI co N CIO CIO CJI ~ 0) ~ _ "'"
52 ;3'
....i
~
~ (,0)
a
9 fT1 9
g: ~ g:
~Sfa:llJ
:J: lJ ~ m
~ or to 3.
Q: 3. E.
:roo:
<0 '!' ~'
ll::J
0:
10
" " " "
~~r ;0 iO ~~r
;;0 ;n ;;0 ;;0
$ a $ $
iii' (ii' iii' iii'
~ ~ ~ ~
(1) C1l C1l CD
en (f) en (f) (f) (f) (f) (f)
III I 1111
" " " " " " " " " "
o 0 0 0 0 0 000 0
3 3 3 3 3 3 333 3
iI9 iI9
~ N N
CJI ~ ~
Co a, a,
co 0) 0)
CIO (,0) (,0)
6' 6' 6' 6'
3 3 3 3
iI9 iI9
! ~ i ~
N ~ W W
g: CJl g ~
(f)
~
![
"
o
3
r
g i
cr.
o
~ i
~
II
~
"'"
;;r III
~~~~~~~~~~~~~~~~~~~~~ ~~~~
~
a.
i
f
o
o
::J
:g.
C
a
o'
::J
s:
(1)
03
-, 0"'
.:<'(1)
....a
Q ~ I-
~5cn{
~i_~\
.:. 5'-0
Q 'fil (1)
g ;, ::1
~~'<
~ iW
CIO::r
(1)
a.
c:
CD
~
8
00
~ ~ ~ ~
8
...
s
888 8
-... ... ...lit. ......
8'~fHq
f ~m, . ~ ~
~, ~ ~ ~
c. i en if
. ... 'tl
< en ::I. en
(;i ~ ~ -g ~ B,
~ }D ~CD 6' ~ ~
5 :E :Esn r-~
~ en en;II r-
en ~ ~
'tl ::I ::I
~' ~ if
III
~
r-
~
~
...
8
fTl
en
~
~
~
~
::I
if
en
'tl
::I,
::I
~
~
r-
~
8
~
...
8
fI1
en
~
",.
.~
~
~
i
en
'tl
::I,
::I
co
III
~
r
~
~
~
fTl
en
~
~
~
~
::I
if
en
'tl
::I,
::I
~
~
r-
o
~
~
~
fI1
en
~
~
~
~
i
C/l
'tl
::J,
::J
~
~
r
~
~
~
fTl
en
~
~
~
~
i
C/l
-g,
::J
~
~
r-
8 2
~ ~
fI1 fTl
en en
~ ~
.~ ~
~ ~
~ ~ 0
i i
C/l OC/l
'tl 'tl
::J, ::I,
::l ::I
~ ~
~ ~
r- r-
~, ~
.~ 8 2 2
en'"
-g.~
cifTl
~en
r-6l'
lD
~
~
~
~
::I
if
8
...
8
...
8
...
:1
a.
g g 2 g
.... m ... ...
~ z H
do
s:.< ~ ~
en ~ ~ ~
~ <;; ::I ::I
i 5' ~ if
C/l if en C/l
'tl C/l -g, -g,
::J, 'tl ::I ::I
::J ::J, co co
co ::J sn sn
III ~ -n -n
~ ;, r- r-
r-
8
2
8
....
en....
'B,j:;)
~~
;,en
r-6l'
lD
~
.~
~
~
::I
Ii
.,
I~
i
en....
i'*
~en
"r"'6l'
lD
~
.~
~
~
::J
if
"tI n C/l -l s: d enn "tI(") ~Q C/l(") cn "tI(") n 0(") :!! ~ " ~ Gl (")
Q. ;:' ~ ~ 0 ctCD C:CD it~ <g.~ Q.~ l\l :IlCD ia ;0 III ~
0' 0' III ~ ;tJ::l 3::J CD::J ::I 0::J ! 'tl III
m ~' III lHT i[ ~[ ~[ !iter Iller er m[ C/l en ~ ~ ::r f
Q 8- "tI jg Ii!' ::J Ii!' gJ.
b' Q III ~- ~ a;~ a;~ ,~ ~ ~ ~ d: III d: C ::J
::J iil- "tI ~ 0 ll<> 0 5!: ^ (")
3 if 65 ::J-
::I "tI III ::I ::l co::l ::I ::I ::I 5- ::I ~ ::I ~ ll<> 0
"2- if III , iil- 0. g- o. 0. 0. 0. C. ~ ~ 3
~ iil- z III III rtl rtl rtl III rtl 0) "tI
I 0. c: 'tl
I i z ey "tI "tI "tI "tI "tI "tI "tI Ol 0' ",. E, 3 ~
I ~ III III III III III III III , , a:
"tl ;tJ ~ ,.. ~ iil- iil- iil- ~ ~ ~ " ~ " S' 'tl
Q. iii' lJl I I I I I I I I i' ~r co (")
0' "" ;tJ Z .... w ...... ~ s:: b' ~ s:
::I ~ 3- !Il ::r
m co lJl ~ ...... 00 Rl III ::r
en 0 ~ co 0 en b' 5' ::J 0 0 ::r CD
J III 0 c: c: gJ.
Ii!' 3 en "" g S' 0) ! lJl rtl III n3
d: rtl 0 0 0 co ~ ::l m m
0 3 0 ::I 0- if 3; 0 III rtl ~O"
::I rtl 0 en if m. ii ::I 0'
3 m '< " " 0. CD &l ::I ...0 CD
rtl .., rtl ~ ~ !Ii, o -""'t.
n r-
0 ll<> lQ' Gl o~
::I ~ III ll<> "'5~
0 iiJ ;tJ N(i"
10 0., .
m ~en""
.:l;I--O
I S' "'C
~~ CD
o. ~
..."
" ..... ..... ..... c.... c... ..... Z Z g: Z Z Z ..... c... z :!! ..... z " i\Js::
;- 0 Q, Q, 0 0 0 0 0 0 0 0 0 Q, ~ ia 0 0 ;0 8 =i en
i III [ iii' iii' iii' ~ ::I i' i' ~ ~ ![ rtl (ij' ::I
;tJ Ii Ii Ii Ii , K ;tJ i! f] ;tJ <nig.
b' b' n ~
III 0 lJl CD
s: i f f ~ i 3 3 3 3 3 t f ~ 3 s: 3 III
or (ij' iii'
~ III g 0- 0- 0- 0- g d: III 2' d: (") CD
III ~ en c: c: ~ c: en < III <
CD g 0 0 g en en en rtl 0 en CD g III CD 0 C.
::I ::l ::I r:l: r:l: d: d: "" ::I ::J "" CI: ::l
.:<! .:<! .:<! -< -< .:<! 2: 0- 0- S!: S!: 2: .:<! .:<! 0- .:<! 0- n c
CD if 16" CD CD CD 16" 16" 2 CD
S1.
cr
::l
I I tIll I
~ ~ ~ ~ ~ ~ ~
... "tl
e GI
"''i
~...
SL
.,..
~
......
:..
~
~
en
~.
~
61
3
i
~
~
...
IS
~
~~~~
C11 ",. 0 ""l
;3 ~ ~ ~
I
en
l
~
61
3
61
3
~
~
m
co
~ S
~ ~
o 0
~
~
s
s
en
~,
!!!.
~
~
......
...
co
2
w
s
I
C/l
~
![
~
I II IiII I I
" -n" "" -n -n " "
~ ~ ~ ~ ~ ~ ~ ~ ~
61
3
~
......
",.
Co
~
~
o
~
i-J
f:j
~
o
~
......
o
w
~
~
! ~
~ ~
~
S ~
C/l
l
~
"
~
i i
t ~
en C/l
II
~ ~
-n -n
o 0
3 3
~f
i-J Co
00 C11
C11 <n
~
~ i ~
~ ~ s 8
m
w
81
o
en
~,
~
-n
~
en
~
![
;r
3
~
~
~
......
01
W
~
~
o
en
~,
!!!.
61
3
~
~
N
~
:.,
...
~
II
en
~,
!!!.
"
~
~
~
......
:..
5l
~
~
Iii
0 0 0 ~ 0 0 ~ 0 0 0 ~ ~ ~ 0 ~ ~ 0 0 0 0 0 0 0 0 0
~ w w w W N N N N ..... ..... ..... ..... ..... ..... ..... ..... ..... ,..
.j>. W ..... 0 <0 Oil -.j Ol (11 .j>. W N ..... 0 <0 Oil -.j Ol Ol Ol Ol (11 (11 8 b
i
8 8 0 8 8 8 0 8 8 8 0 8 0 8 8 8 8 0 8 ~ 8 2 0 8 0 0
0 0 0 0 0 0 0 m i
..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... w ..... (11 .j>. is:
-l CIl CIl [ Z ~ -l ~ 1J 0 (') rn ~ 1J ~ ~ ::t: 0 ~ ffi Oil Oil ffi tn tn
~ ~ ~ 0 C III 0 i: 6' III III III (11 (11 III III
~ :;, III 0- al "6" a :;, m :;, 12. S. ..... ..... ..... ..... ::r i
~ ~ !f ~ [ 0- :;, III Co co iii' III
::r ~ Co Z Z Z z
& CD '< 5' 0 :E I/O 3 ~ f ::I 3 3
0 :;, III i ~ ~ 0 0 >
3 CIl '< ~. ! ~ III Co i!! ~ ~ III III
tn tn c '0 ~g (') & III c8- Q.
tn [ [ ~ 1 ::I. 1J CD III g ~ ~ ~ CD ~ ::0 ::0 Q.
[ :;, iii" Q ~ :;, Ii CD 3 po P- i
0 co lil ii CD Co Co 7<: ~ 0 iii" ~
~ ~ ~. III ~ ~ :;, ..... 5' CD CIl 1 ~ ~ ~ ~ ~
~ ~ !f co ~. co ~
:;, :;, tn ~ CD 0 ~ CD CD :;,
!f it CD :;, ~ ~ :;, :;, 8 0- CD !f '< '< '<
:;, ~ !f :;, !f !f C/l a: :;, ~ ~ 5' ~ :E
!f .., !f lIl- !f ~ ~ ~ ~ :E
CIl CIl :;, :;, '0 ~ :;, :;, CIl Q. :;, 5'
C/l ~ it CIl C/l ::I. ~ !f :;, !f '0 CD ::I ::I :;, 5' !f it
CIl '0 '0 !f :;,
::I. :;,. '0 C/l .., ~. '0 ::I CIl !f ::I. ~ it !f !f !f ..,
'0 i '0 .., co :;, '0 ::I
::I. :;, :;, ::I. CIl :;, 5' III !f !f CIl C/l .., C/l C/l
::I co co C/l :;, ::I. '0 co "'n ::I. '0 C/l '0 co :;, C/l C/l C/l C/l '0 '0
III III ~. co :;, co ::I III !f
co "'n "'n III C/l co ::I. !II !II r CIl co ::I. '0 ::I. "'n '0 ~. '0 '0 ::I. ::I.
III ::I "'n III :;, "'n "'n C/l '0 !II ::I ::I. ::I ::I. ::I. ::I. ::I ::I
"'n r r co '0 "'n co r '0 ::I. "'n co ::I co r C/l ::I ::I ::I ::I co co
r ::I. III r ::I. III co III co co co co III III
r III ::I r "'n ::I ::I r "'n III "'n '0 "'n "'n
"'n co ::I. III !II !II III
co ~ "'n "'n "'n "'n "'n
III r III r r ::I r r
r "'n "'n r ~ r r r r
"'n
r r r "'n
r
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ ~ ~
C/l C/l CIl C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l C/l m m
~ ~ ~ ~,~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
g. g. g. g. g. g. g. g. g. g. g. g. g. g. g. g. g. g. g. ~ ~
::I :;, ::I :;, ::I ::I ,::I :;, ::I ::I ::I ::I ::I ::I ::I ::I ::I ::I ::I :;, ::I
I/O - -
'TI ! !
g I .
(') (j) (j)
CD a a
c c:
:;, ::I
Co Co
~ ~
!!l. !!l.
Di Di
:;, :;,
7<: 7<:
z z z
~ ~ ~
2' 0- g-
III Iii III
d: "" d:
It It It
C/l C/l CIl
III
~ ~ ~
~ ;3'
.....,
iw
s.
z z z
000
i' i' i'
g g g
333
0- 0- 0-
C C C
1Il III III
d: d: ""
0- 0- 0-
cr cr iD
z z z z
o 0 0 0
h ~ ~ ~
~ 3 3 3
g- g- g- g-
1Il 1Il 1Il III
dO d: d: d:
0- 0- 0- 0-
iD iD iD iD
z z z z
000 0
i' i' i' i'
g g g g
333 3
g- g- g- 2'
III 1Il III 1Il
d: "" d: ""
2: 2: 2: 2:
CD CD CD CD
z z z
000
~ ~ ~
333
g- g- g-
III III 1Il
d: d: c:l:
2: 2: 2:
CD CD CD
z z z z
o 0 0 0
h i' i' I-
o g g ~
333 3
0- 0- 0- g-
Iii Iii Iii 1Il
c:l: "" "" d:
It It It It
'TI:E :E
ll:1lI III
==ar S"
~.., ..,
1J 1J
iii" iii"
a ;a.
! !
I
~ ~
!f !f
1J 1J
iii" iii"
a 3.
~ ~
I
9 rn 9 ~
g: ~ g: !f
16 !f ~ 1J
:I: 1J 6' iii"
~ or ~ 3-
9: a c
5' 0 a:
co l' ~.
tn
0:
co
'TI 'TI 'TI 'TI
@. ai' @. aJ'
::0 ::0 ::0 ::0
IX 1B !R l}l
iii' 0" iii' Iii'
"" "" c:l: ""
~ ~ ~ ~
CIl
'0
3.
!!.
d' d' d' d'
3 3 3 3
C/l CIl C/l C/l CIl C/l C/l C/l C/l C/l C/l C/l CIl C/l C/l C/l C/l C/l C/l CIl C/l
111111111111111'11 1111
~ ~ ~ ~ ~ i ~ ~ ~ ~ i ~ ~ i ~ ~ ~ ~
~
II
~
.j>.
~ III
~~~g~ggg~~~g~g~~SS~SS S~SS
~~..~~
~ a; m .... Oil
~~~~(n8
N -.j .,.. Ol
~""tf..~..
o ~ ~ w 81 Oi gJ
~g~~~~2
(11 (11 <0 N Oil Oil lii
..
! ! ~
8l t iB
-.j Ol Oil
! i ~
~ ~ ~
.. ~ ~
ffi ~ ~
~8l8l
Oil w w
!~ii
~ ~ ~ ~
-.j (11 <0 N
i
i
f
o
o
:s
~
a
o
:s
:s:
(1)
(')3
-. 0"
':<(1)
ga-,.
~ ~ en '
Ni:C(
8 C/l ~ "
~~.-o.
.:. S' "'C
o co (1)
25 ..fA
~'TI.3-
l::l~--
~ i~
(1)
a.
c
(1)
8 g 0 8 0 0 ~ ~ ~ 0 0 0 ~ .~ 8 2 2 8 0 0
g a: fi: ~ ~ ~. 0 0 r-
eo ..... w ..... ..... .... 0 r-
I'l i
0 8 8 8 8 8 8 0 ~ ~ ~ 8 2 8 0 0 8 8 8 8 0'
0 0 0 ~ lJI i
..... J\.) ..... ..... ..... ..... 00 ..... w ..... ..... ..... w J\.) ..... is:
8 ~8 oo~ f ~ ~ ..... ..... ..... ..... ..... ..... ..... ..... ~ ..... ..... 00..... 00..... 00.....
~.8 8 8 8 8 8 8 8 8 ~ ~ "0..... "0..... ~.N
00 3'~ 3'~
~ c5:Z c5:Z 00 i 0 0 0 z s:: ~ :::100
rn rn rn rn rn rn rn rn COm COm COm
g: .!/1m .!/1m ~ 0 0 00. 00. 00. ~
00 00 00 00 00 00 00 00 9: 00 ;'00 ;'00 ;'00
"T10. ~ :::I ~ 00 00
;:0 rco ~ il ~ ~ ~ ~ ~ ~ ~ ~ ~ if ~ r6j r6j r6j C.
~ ~ ~ :::I It It It a
:::I il 1/1
il 00 o~ ~ .~ ~ o~ ~ ~ ~ ~ III ~ 1/1
"0 P- 00. ;:0 ;:0
. :::I :::I :::I. 00 0. 0.
~ ~ ~ 00 :::I "0 ~ ~ ~ ~ . ';< ~ ~ ~ ~ ~
"0 l&J :::I. ~ ~ ~ ~ ~ 00 00 ~ ~
}D ~CD :::I. :::I
~ :::I ;, co ~ ~ ~ ~
~ ~ co r en ~ ~ ~ ~ ~ ~ ~. ~ ~ ~
:::I 00 ;, - :::1:::1
It ;, r :::I :::I :::I :::I :::I :::I :::I :::I -- 00
.... ~ ~ r il il It il il il It il a !ll !ll ~ ~ ~
00 .... .... 00 !ll .g' .g'
~. :::I :::I 00 00 00 00 00 00 en :::I :::I :::I
il It "0 "0 "0 "0 "0 "0 "0 "0 00 :::I. :::I. It il It
:::I :::I. :::I. :::I. :::I. :::I. :::I. :::I. :::I. "0 :::I :::I .... .,
co ., :::I :::I :::I :::I :::I :::I :::I :::I :::I. co l&J
00 co co co l&J co co co co :::I 00
;, 00 00 00 1/1 00 00 .00 l&J ;, ;,
r ;, ;, ;, ;, ;, ;, ;, "T1 . r r
r r r r r r r r "T1
r
-0 (") en -l ~ c} en(") -0(") en(") 00(") C(") -0(") (") ~&' "T1 ?i' "T1 ~ G> (")
Q.. s: (1) [ ~~ ~!!! if!!! if!!! <go!!! Q..!!l III ;0 ;. III ~
o' :::I ~ :::I 0:::1 It "0 00
0 ci" 00 lll~ Iiler ca:er c~ urer lller er CDer 00 :::I en ~ :z: f
CD ~
(") ., -0 00 !if :::I !if ~
g 0 ~- co-
~ (") III ~ i.~ i.~ ~ ~ ~ ~ Cl: III Cl: C :::I
3 It CD ~ -0 ~ :::1- :::1- 0 Qo 0 ~ 7<' (")
:::I -0 III :::I :::I co:::l co:::l :::I :::I :::I :::I :::I :::I ~ Qo 0
"0 ., It QI . ~ 0. 0. 0. 0. 0. 0. 0. 0. ~ ;:0 ~ 3
if ., ~ z 00 CIl 00 en en en 00 00 ~ !XI -0
~ . -0 -0 -0 -0 -0 -0 -0 -0 Cl ~ s. c: "0
. . z (5" 3 if
CD QI QI QI QI QI QI QI QI I n
-0 x ;:0 ~ ~ ~ ~ ~ ~ ~ ~ ~ "l1 ~ "l1 :j" "0 I
Q.. Cir III . . I I . I ;0 ;" co (")
~. Cl: ;:0 z 3- ..... w ..... J\.) s:: (") ~ s::
:::I 8 CD
co III ~ ..... CD UI J\.) QI g :z: ., :z:
en ~ 8 co 0 en J\.) g :r 0 0 :z: CD
QI m c: c: ~
6j 3 00 Cl: 8 ~. !XI !f en 00 (")3
Cl: 8 CIl 0 0 QI :::I CD (1)
0 3 0 :::I 0' CD 3i 0 QI en ~C"
:::I en 0 00 CD !P.. CD :::I o'
3 !ll '< "T1 "T1 0. It 0 :::I ...oCD
CIl en ~ ~ (1) % 0-"'"
g r G>
Qo cO' o~
::s ;;r QI Qo .....5 ~
0 iil ;:0 Nil
co
CD ~ en""
:c. 0
..... 3''''C
Q Cfil CD
o. ~
'- ....."T1
"l1 '- c... '- c... c... c... Z Z Z Z Z Z '- Z "T1 c... Z "T1 NS::
i' 0 0 0 Q. 0 0 0 0 0 0 0 0 0 Q. 0 oj' Q. 0 ;' ~i~
iii' iii" Cii" 1/1 iii' [ ::s ::s :::I ~ :::I ~ iii' en :::I 00 ::s
:0 [ [ [ [ [ I . h I [ [ I :0 [ I ;:0
g> g> g> g> (")
lJl 0 III 0 (1)
s:: ~ f f ~ ~ 3 3 3 3 3 3 ~ ~ 3 s:: 3 00
iii' iii' ~
~ QI 0' 0' g- g- O' g- O' Cl: QI 0' 0 CD
g 00 ~ 00 c: c: c en g c < ~ c <
CD 0 0 0 en en 00 en :g, :g, 0 en CD CIl (1) 0 a.
:::I ::I :::I :::I :::I Cl: Cl: Cl: Cl: ::s Cl: :::I Cl: ::I
-< -< -< -< -< -< sz: 0' 0' 0' sz: 0' -< -< 0' -< 0' ~ C
CD CD CD CD CD CD CD CD m
c
S1.
0-
::I
00 en en 00
1 1 3.1
~ ~ at 9!.
"T1 "T1 "T1"T1
~ ~ ~ ~
en
"0
Ii
9!.
"T1 "T1
o 0
3 3
i t
~
00
1
9!.
"T1
o
3
en
1
9!.
"T1
o
3
00
1
9!.
dI
3
t
00 00
11
9!. at
"T1 "T1
~ ~
"T1
o
3
....
.....
:..
~
~
co
....
.....
~
t
.....
.... ........
~ i g ~
~ ~ ~ ~
~
~
....
.....
.....
eo
2
w
....
.....
o
w
~
....
! ~
~ 8
00 .....
....
.....
~
~
00
~
N
~
..... -a
Q DI
.....,
~
~
00 en C/)
I I I
~ ~ ~
a
i
~
~
E
~
m
~ g
~
i
~~
~ ~
....
o
....
o
....
o
....
o
en 00 00 00
1111
"T1 "T1 "T1 "T1
000 0
333 3
ii~i
t ~ ~ ~
en
~
~
~
00 00
II
"T1 "T1
o 0
3 3
~~
~ ~
....
...
~
:..
~ 8
t
"T1
o
3
en
~
~
dI
3
m
b1
gj
00
~
~
dI
3
~
~
en
1
9!.
"T1
o
3
....
...
C)
w
a:
{,It
o
en
"0
~.
9!.
"T1
o
3
~~
:=
a
~
~
:...
.....
.....
Iii
en
~
~
"T1
o
3
~
....
...
:..
fi:
8
.....
Iii
FMIT PROPERTY AND ALLIED COVERAGES
October 1, 2004 - October 1, 2005 Scheduled Coverage Forms List
FMIT #0648
Schedule C
J
,6rm#
Description
CODON
FMIT IND 10-04
FMIT GC 10-04
FMIT MPC 10-02
IL 00 17 11-98
IL 02 55 07-02
Indemnity Agreement
Coverage Agreement
Miscellaneous Property Coverages
Common Policy Conditions
Florida Changes - Cancellation And Nonrenewal
PROPBRTY
PR-SCHED 01-02
CP 14 50 10-00
FMIT FCR 10-02
CP 00 90 07-88
CP 00 10 10-00
FMIT PROP 03 10-04
CP 01 25 06-95
CP 10 30 10-00
FMIT PROP 12 10-02
CP 00 50 10-00
CP 0032 10-00
FlvtIT EBC 10-02
j
Property Schedule
Radio Or Television Antennas
Fungus Remediation
Commercial Property Conditions
Building And Personal Property Coverage Form
Coverage Extensions
Florida Changes
Causes of Loss - Special Form
Ordinance Or Law Coverage
Extra Expense Coverage Form
Business. IncomeCoverage--- (Without Extra Expense-) -
Equipment Breakdown Coverage
INLAND MARINE
FMIT IM SCH 10-04
FMIT PROP 02 10-02
CM 00 01 09-00
CM 00 66 09-00
CM 00 67 09-00
Miscellaneous Schedule Of Inland Marine
Inland Marine Floater
Commercial Inland Marine Conditions
Accounts Receivable Coverage Form
Valuable Papers And Records Coverage Form
CRIME
CR 00 21 03-00
FMIT PROP 05 10-02
Commercial Crime Coverage Form (Loss Sustained Form)
Public Employees Blanket Bond
FMIT PROP DEe 1004
Page 2 of 2
Building Division
MenD
To: Greg Bishop
From: David Alamina~
cc: File
Date: September 15, 2005
Re: Fire Stations 24 and 26, Senior Center and Civic Center
Structural Design Records Search
I searched our records on the above buildings and found the fOllowing:
1. Fire Station 24 located at 102 Moss Road, Winter Springs FI. 32708
Built 1974 and Addition built 1990, record indicates it to be lightly engineered.
2. Fire Station 26 located at 850 Northem Way Winter Springs, FI 32708
Built1994, record indicates that the building is fully engineered.
3. Senior Center located at 400 South Edgemon Avenue Winter Springs, FL. 32708
Built in 1990, record indicates that the building is fully engineered.
4. Civic Center located at 400 Edgemon Avenue, Winter Springs, FL 32708
I could not find a record or plans on this building and therefore assume that it was
lightly engineered.
.
.
. '
(#ro'ifpTd,n1lnldlne l'l>JI~
, ;011CE OF ACCEf'l'fiI'!(:E,
. .
EVlDjgiCE SUBMlTml!
. .. .
2.
A.
EVIDENCE SUlUdlTl'ED llNDElll'REVlOUS APl'ROVAL~.OI
~RAWlNGS: .
1. DlPwlngs prepated by ~ '" AJsocialeS. Jnc. ti1lod '0.063" AJumlauD'
StoIJn:Pan01" ])JaVIiD& No. 96-538; cIaIed oof03/'J1. ~'/istd 03fl5I98. s\lCeIS 1
tbIOllgb 6 of 6. si,gnedand seaJed by V. J. I{ncz01ich. P Jl.
..~~~ - . '.-
"~~~~. .
1. ' '.\'est tq>Od OIl: 1) UaiCOJDl S1aIi<' Air ~ ttst J,oadbig. per P A 20'2-!l4
. 2) Lar&C}dissi1o JJnpaCt Tetl. per P A 201-94. and
, 3) Cyc1ic }.oaIIiil& WInd ~ Tetl. per PA 203-94
of aIoJDi1l1lD' ~ paDCls. ~ by eoosuoctiOll Testin& ~ Report
No. 96-047. daICd 07nlW7. signed and sealed by Cbris\O[lbot G. TysOi>. P Jl. , '
~, Test tq>Oit on: 1}UDifon11 S1aIi<' Air ~ ttst LoadiDg. per PA 2O'Jr94'
. 2) Lar&C'Missile JmpaCt Test. per P A 201-94. and
3) Cyclic}.oodin& VIlnd ~ Tetl. peiPA 203-94
of ahiJn\lIUDl- paDCls.~ by ~0Il Testing ~ Report,
NO. 91-032. daICd 07/1l1'f/. signed and ~ by ~op\)e< G. ,.,.....1' j!,.
:B.
t.; c. 'CALCULATIONS' '
, 1. ,~,.,;a1ysis and dttIiIs; 0.063" AIuJDinum Sto<JIl ~Is, dated
, 08/0'7S7. pages 1 thtcOgb 41. ~ by I{nczO~ and AsSOei_lJle.. signed
, ~ sealed by V J;XDezOvicb, P.E-
D.. ltiakrial ~1dtion:
1. 1diJl Cedlfied JnsptdiOIl RepoIlI02A.003ll. daICd ooJ08/9S {or AJaD>iniJDl
, ,blloy S052-B32 by S..-o. ' , , '
~ CcI\Ified Teasi\t TeslReport No. crL/I9OOB. jssUed by CWified Teslin&
, Laboll\lOries dated I1J1)8196 for AIuJDinum sample crc-96-041.1esled per
ASTMJ!B-92. signed and'seaJed by RaJDOSb PaId. P.It ' '
3. ' ,CCI\Ified Teasi\t Test Report No. en. .532C. jssUed by Cet,IIfied Testin&
}.aboJPlOIieS daICd'07J131'f/ for AIuJDin"'" sample crc-91-032. tested per
AS'Jl<l J!B-!1.; signed and Sealed by RaJnOSh Pale1. P Jl. .
,.. ':' .. .,.. ._, .. ..,. . _..~'" '." .'. ....... ..... '
3. iYJDENCE SUBMJ:1"l'ED UrIDEll PREVlOiJS APl'ROVAL toioni';04
A. . DRAWINGS
,1. Non~.
. .... _0'
B. 1fSIS
1. None.
.j/7tf.'j~~
. BdPl1 A.}wlaPJ', J>>. E-
, rrocbKl CoDtrol Exa....mer
NOA No 03-1218.01
Expiration Date: ,~
Appro....Dale: ~
l-
,&.2
I
\
i
;
"'~
...
** ACCORDION**
III
.~,
!i _!i !i !i iii!!!!iii!i l!!l i!iiiiiiii . !i ~I
'--
III
III
III
III
III
II/
Wall Mounting Installation
III
/If
III
III
III
III
III
III
III
III
III
III
III
III
III
III
III
III
'-...1.' :!~= -_= _ :!!!!!!!!!!!l!!l!l!!l
III
III
f1JllREO ~TE
III REOUJREV ~ ~
[m~crJ:.TE ^t~RS ~.
(SEE SOIEOUtE) 1-'[
III
III :
III
@
114135.5.
5~ Ll 5. Wf 7116 X 7/8 llJlG
NYlON WSHING (TYP. ~
III
.
I
.
I
.
I
I
.J
. t
,
.
I
,
L-
: (5EE5~
· fOK MIN.
: 5EIWWIOt~!J' m
: GlASS OF Bl511NG
I ~V~~iG.I).
,z '.I'.. ~/.;
, "'.,.~
/ 0 ~/.
..a /.
rCU~EOCONCKEfE L-.
{jJ~ CONt~tE ClOCt;.. /
WAll fEQUirBJ
mUEtENJLt~- h
(SEE StHEVUlE)
1M X 3 5. 5-
5.. Ll5.1V11116
A 716 ilJriG N\WH
et!HfG (TYr. 6OJTOM)
III
III
III
III
III
III
....
e~
01
o~e
lQl::o
. .&S:ll
~~
~
Accordion systems are the most economical type
of security and storm shutters. When open, accor-
dion shutters fold compactly to the sides, aI/ow-
ing full use of natural light and entrance areas.
When locked they are a strong protection against
theft, unwanted entry and the elements.
ROLLlNGSHIELD~
ACCORDION
SHUTTERS
are constructed to deliv-
er safe and reliable
weather control, storm
protection and security.
Many high-rise commu-
nities are instal/ing
Rollingshield Accordion
Shutters, evE!n in high
risk areas such as
coastal zones. Coastal
communities in Florida
and around the country have enforced new and
more stringent building guidelines. Rol/ingshield
has met and surpassed all newly imposed require-
ments for building and installation of shutters.
~.,v_.~.,...._..
~
))jjif~'rmi [n] I "n_ .m.
^,-'.. ~
IMPACT RESISTANT.
PERFORMANCE .ONE
ACCORDION SYSTEM
The Rollingshield~ Performance One Accordion System is
designed for single family residences, low-rise, mid-rise and
hi-rise structures. Designed with a 5-inch blade, every system
comes with standard support pins on both top and bottom.
The Performance One is extremely reliable and is equipped
with standard locking rods and keyed push-lock mechanism.
. "~"-~ ~. 11 J ." ,~.~~, !J ~,_.
-
600 series
500 series
Equipped
With Manual
Override
8mm square
shaft
500 GO series
600 GO series
Voltage and Frequency 115V-60Hz 115V-60Hz
. Torque (Nm) 100 40
Amps 3.5 2.3
Output Speed 12 rpm 14 rpm
Limit Switch Max. Turns 26 32
Theoretical Lift Cap. 700lbs 3501bs
Tubular Diameter 55mm 45mm
Tubular Length 634mmI773(GO} 570mm/640(G(
6100/6100 GO
540/540 GO
The strongest protection against
hurricane force winds, flying debris,
windstorms, vandalism
and unwanted entry.
. ROLLlNGSHIELD ROLLDOWNS offer the maxi-
mum protection against hurricane force winds, fly-
ing debris, unwanted entry, noise, heat, sun and
snow. There are various slat styles and colors to
choose from that accommodate to virtually any
application.
The beauty of ROLLlNGSHIELDTM ROLlSHUTTERS
is that they are designed to complement the existing
structure and not detract from its architectural beau-
ty. Rollingshield engineers have designed a new
series of impact resistant rollshutter systems with
your choice of slat sizes including: 40mm, 50mm
and 60mm. You can choose the slat size that's right
for your application and you can trust that they
measure up to the test. All systems have met
Miami-Dade County and Florida Building Code
Product Approval requirements.
PVC - these slats are best choice for durability. privacy and security. They offer quiet operation while s/il offering good weather control and security. P\tC slats are available in 55mm. FlNlm
Filled . these slats are the best choice for insulation and noise reduction, while stiI offering the stT9ngth needed for good stann Pf'9~. Foam filled slats are available in 42mm or 55mm.
Extruded Aluminum. tIis material offers the greatest strength cb'abIfty. It is the IcIe8I choice for stann proIedion. Extruded aUninwI slats are ava8abIe in 4Omm, 50mm or 60mm
Rolldown Systems
The beauty of Rol/ingshieldn. rol/shutters
is that they are designed to complement
the existing structure and not detract
from its architectural beauty.
2
04/27/2005 08:16
4078309001
OVERt-EAD ~ ORLAND
PAGE 82
Prtc8 Propout 101" VVlNleR SPRINGS FIRESTATlON t24 by OWRHEAO D( )R COMPANY OF ORlANDO. lHe.
PropoMI Number 1 .4&86
Job NllIme: W rrER SPRINGS FIRE STATION tl4
. ]
$27,073.001
I
I
We hereby' propoae to complete In .c;:eordlnce fIbove ~, the IUm of:
Twenly....n_nd~-
SIgnature . ~
I tALES
TERMS AND ~ONDI11ON8
Payment to be made sa foIlowa; NET 20 DAYS
Prices subject to change If not IQC8Pted In 30 cmy..
BY OTHERS: Jamb$, sprtng PllIc.t., '" wlltng to motors and c:ontroI statIoM, Uf'llen otMtwi. stated above, ar'e not In:luded. .
Purohaler 89..... that doors ..,.., remllin In SelJe(s poeeMkln unttl peld In fUll. In ~ evenl lurdta&er bnttches or Ii.m"" under
the termI and provision. of this Agreement, the PurchMer shIn be rMPOMtble for the colla i collection, Including raaeonable
attomeyal feel. The Seller shall be entitled to fuI'lncI ftnaI payment on the PuI"ChaM Order. There ehan be B 1 112~', aervlce
charge per month for.n peymentl dUe and owing after 30 d8y&. (Agreement8 ate contlng81 upon strikes. 8Cddentl" or delays
nd our control.)
erm8,
Di c:t 0_1: 830-5800
Purchaaer:
Signature
-nne
- oi1e of Acc:eptaivit
Page20fZ
01/30/2005 20:35 3522422468
ul
IiI
KANE
PAGE 04/a7
I I fa I II I I I ! I I ! ! ! !t ! . I a I . It I . 3J
.. ..
I i I ! I I ! i I i " ! II
I
! . I
I i i i i i i . i I I I i i i i
I I
i i i ~ ... i ~ ~ i I i i I ~I
I ii I Ii
6
. I 1 i i I I
!l:
..
8
... ... t I
i GO
l .. t
~ Z B
fl
t
I
I
;;JI!;II!lllllll!l
[111111'1,111,.
11(11111 IIi
liIU
11111
.'It
!Wr
;~i I
..I r
~I J
~~Ii
:t~ ,
. I:
I!
JI
I
I
I
r
I
t
01/30/2005 20:35 3522422468
KANE
PAGE 0:i!/B'7
,'/fIIII._'
'''''''''''
R. cGc 0IJ2(J(J(J
.
Edward J Kane
Perform_nee ContraGto... Corpol1ltlon (PCC)
Central Florida ..1_ .nager
direct line (407) 247-6938
1129/05
To: Skip Lulo
From: Edward Kane
Re: Hurricane protection on fire station #26: 850 Northern way, Winter: Springs, Floridfl.
As a licensed and insured general contractor we feel we can provide more service to our
customers. The knowledge of the co.nstmction industry and the ability to work as a contl-actor
allows us the flexibility to offer a larger product line to our customers. Providing to the ~ustomer
different options for your security and safety.
With this structure having recessed framed windows into the concrete block, we recommend the
following estimate.
The use of accordion sh~ for a cost effective approach to securing the fi1cility from.
Severe weather. The Accordion shutters can be closed up faster without the use of extra tools.
We recommend the use of acoordion shutters on openings numbered 1,5,6
We recommend the use of an accordion shutter to secure the opening number 12 on the second
floor. The use of this type of shutter at this location will allow the securing of the entire area with
one shutter. '
We recommend the Use of electrical rollup shutters with .tlWlua1 override on the openings
numbered 2 and 7 for the ease of entry and exit.
We recommend the use of manual rollups on the openings numbered 3,8
We recommend the use of manual rollups with controls mounted facing inside the structure on
the openings numbered 13,14.
A drawing of the structure is attached as well to correspond to the openings called om.
Other options are available and are represented in &he pricing estimate.
Our recommendation is based on effectiveness of the products, the ease of their use and their
ability to protect the sb:uctuxe at the best inve.stment cost..
(0
C\I
::t:I::
c
o
--
I ·
CO
I ·
en
CD
L-
--
LL
en
C)
c
--
L-
a.
en
L-
CD
I ·
C
--
~
Q)
"0
--
en
J::
.....,
::J
o
en
Q)
"0
--
en
J::
t
o
Z
TerraServer Image Courtesy ofthe USGS
Page 1 ofl
Send To Printer
Winter Springs
Fire Station #26
.
0'
'200M
0' .
, 200yd
Image courtesy of the U.S. Geological Survey
@ 2004 Microsoft Corporation. Terms of Use Privacy Statement
http://terraserver-usa.comIPrintImage.aspx?T=2&S= 11 &z= 17 &X = 1185& Y =7929& W= 1... 4/27/2005
~~"~
'1~...
~,~ ~
06'\\' ' '( /-::','. ,
:~,:o:..,. \\\\ /.:::;:~c;::,,~\::t}~:;;: ~6
'<:'>" \;\__~':-~"". :.z,\ 0\ \~ \,
~~:~..;,,_. .':.:,c:~~::.~~~-:,-:=";~,...~~-=V~,,~:o~R~J.~f~~:;-'Y:::""\;,, ~~i, ':. ,/.;) \1: 2
m~...--_-_...-_...-Jt----li-'------;:r---'~'" ~\\".. .4-
U '--':""'"c;:-~-'::c~c::c.i"! :;;Ii g!'- \~;~::)) -~-'-~\
,; v il :;>J,I I: ^~,w::}\
,I " 'i:::<l. ,> ,\~,;E ;,.>\\
i,l W '.'~' cz:i/ ..' ....-c.>".. ,\ ~);,
, !t >'1' (J.Ii ....~>-' ,I.... ....\~...
Ii Z :1 (h %' I\Nlf.lOPE.. '-;';'::;:' ..- 'Ei.... '~"
; 0 "'!; "'. ,,'m ;.> ~:::,,'.c::;~:"~'': ---- ' , i f <~~,,::<.
P N eff, ',' j'
i'i &~r"j1~iji:":';11i2v~1 ~ !i",
':':':'::~::;;~:/___"'_ II }I h ~, J.~~~\~'1k';; ";_~""E}~jl
II ...~.:~:~::.'.:.,>JI if \\ N ii'-- ;6
:! ?' ';;;;'i"", / 'z",~~I~''\('''r'-#:'iP'~,_c..
,i ~ IV", tr~':>' 1/
ii ~ ~ ~ Si)~r';::::<::~~;~:<~"
II ~ \. '4 ~// '~~'"
: i . ~ I-. g Sj/.,~~\,
t-
'"
lI.i
U-
S
on
-~ ,
:1
i!
I:
il
w ,1
~ II
~ II
~ o'
;:.:
o
'"
&:
<
@!
Ii!
-I..
. ....~
/~
!~
'~.lo
~'
x.:
,"u____ co
M
-'"
'<'~:;~-")j-~o~~:..:::::. '.
::f "'>,
!,
I':
!
I:
I
i'
L
!
.
c
-
-
II
...
...
u
.
c
II
...
!!
.
.
~
....
A.
C
.
i
""
II
.!
-!
... ...
<
W
Z
o
N
,
VJ
- ~
~ ~
Q
5Q~
(j~~
~ ~
s~i:
i!iCii!
~~~
li
~ ~ ..- ~
f
~
~
cd
ceo.
No:
~2
)C !!i:;t
~~ P!
iill'i:11
c = ;~
l&.G "I
i!~~
"18~j
"f u! u
~~18~
lUrq
1.. !s'L
....om
I!~U~
ti.~;
j Cl~:~
..!h~
.B~EEii:
'tl .lit!
g U::~
!~!i!
'I5~"ij
~Li.":i u
Ii a-i - ~
~~l~~
~ji&~
t:~~.1iC:
"~"HE
J2~~1l"
~ I"" ~
F~o~Q;
lit
Ilf
III
,1
st.
If!
!Ill
In
e5101ol
_1ft
I:!:
-8
.s
N
-
i!
~ .
_r-.
G-
..... ....
... -
tI:lf
c
dB!
II .....n C:\
I~n
z
o
N
bJ)
C
'C
0..
(/j
1-.1.(')
00"-
.....N
,50
~~
l..oo-<
o
>.
.....
''-
U
w
Z
o
N
c.o
cnN
g>~
"C C
c.. .Q
CFJ1a
... .....
Q)CFJ
.....
c ~
~u:
r--.
M
m
t.O
/:t
Wind Retrofit Worksheet. HMGP only
Shelter Retrofit Project Only
D. Building Value
Building Replacement Value: _
E. Building Contents
Contents Description: _
Total Value of Contents: $ 36.800.00
F. Value of Public Non-Profit Services
Description of Services Provided
Number of Persons Served by Facility or
Ca aci
G. Mitigation Project Data
Project Description: _
Project Useful Life (Years):_
Mitigation Project Costs: _
Base Year of Costs:
Annual Maintenance Costs ($/year): _
Notes and Additional Information:
26
Attach any continuations or additional items to this page
WIND RETROFIT PROJECTS ONL Y
Benefit Cost Data Collection Form (Continued)
Existin
Pro osed
Page 26 of 26
(Form No. HMGPIFMA-OOl, Eff.lO/30/04)
I J. Temporary Relocation Costs I
(1) Relocation Time Due to Project (months) 0
(2) Rental Cost During Occupant Relocation ($/month) 0
(3) Other Relocation Costs ($/month) 0
Wind Retrofit Worksheet. HMGP only
WIND RETROFIT PROJECTS ONL Y
24
Attach any continuations or additional items to this page
Page 24 of 26
(Form No. HMGPIFMA-OOI, Eff.lO/30/04)
Wind Retrofit Worksheet - HMGP only
WIND RETROFIT PROJECTS ONL Y
Please fill out this worksheet completely. A separate worksheet is required for each structure to be wind retrofitted.
~ Attach photographs (two copies) of each side of the building to be retrofitted.
~ Provide evidence that the shutter system complies with the Dade County Specifications. The best evidence of this is a
certificate issued by the Dade County Building Department stating that the proposed shutter products have been tested,
approved, and comply with the Dade County Specifications. Non-certified shutters or products cannot be used.
I B. Building Data
(l) Select Building Type
D Non-Engineered Wood - Wood buildings do not receive specific engineering attention. Examples include
single and multi-family residences, some one- or two- story apartment units, and some small commercial buildings.
D Non-Engineered Masonry - These masonry buildings do not receive specific engineering attention. Examples
include single and multi-family residences, some one- or two- story apartment units, and some small commercial
buildings.
D Manufactured Building - These buildings are typically light metal structures or manufactured housing units
(e.g., mobile homes). Manufactured buildings are produced in large numbers of identical or similar units.
~ Lightly Engineered - These buildings may combine masonry with steel framing, open-web steel joists, wood
framing, and wood rafters. Some parts of the building receive engineering attention while others do not. Examples
include motels, commercial, and light industrial buildings.
D FuUy Engineered - Usually these buildings are desigoed for a specific site and thus receive specific,
individualized desigo attention from professional architects and engineers. Examples include high-rise office and
hotel buildings, hospitals, and most public buildings.
D Other - These buildings do not fit into any of the descriptions listed above.
(5) Historic Building Controls
(6) Disaster Number
22
Page 22 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI, Eff.lO/30/04)
Sub-Total from previous page $
Description Explanation of costs Total Costs
Estimate costs for all applicable items (e.g., 12 items@$40 each)
New Construction
Sub-flooring $
Wall and Roof Framing and Shell Construction $
Exterior Doors and Windows, Insulation $
Hurricane Clips/Ties $
Porches/Decks (if pre-existing) $
Stairs and Railings $
Plumbing Rough-in (for supply and drain, waste and vent) $
Electrical Rough-in (main circuit panel, junction boxes and outlets) $
Installation of ductwork for, ventilation, and air conditioning $
Final Clean-up $
Systems Extensions (for elevated buildings only not for new construction)
Electrical Service $
PlumbingfW ater Service $
Sewer/Septic System $
HV AC and Ductwork; Elevating Mechanical Equipment $
Additional Insulation $
Roof and Foundation Drainage Systems $
Soil StabilizationlRetaining Walls $
Landscape Replacement/Restoration (for landscaping disturbed by construction)
Evaluated on a case-by-case basis $
Displacement Costs
Moving Costs $
Temporary Storage Costs $
Temporary Living Facilities Costs $
Other Eligible Costs (list additional costs to be determined by the Department for eligibility under the HMGPIFMA programs)
Other(s): _ $
Total Eligible Project Costs $
DRAINAGE PROJECT WORKSHEET
DRAINAGE PROJECTS ONL Y
20
Page 20 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI, Eff.JO/30/04)
Elevation Worksheet continued Elevation Projects Only
E. Elevation Cost Information
Use the Elevation Cost Worksheet below to develop a detailed cost estimate, which must include all project costs. Any project costs that do not
clearly fall under the specified categories should be submitted to the Department for review and determination of funding eligibility under the HM OP
and the FMA program For straight elevation the structure must be retrofitted to the wind load requirements (Le. storm shutters, hurricane clips,
etc.). Complete pages 20-22 of the WUld Retrofit Worksheet.
Elevation Cost Worksheet
Description Explanation of costs Total Costs
Estimate costs for all appUcable Items (e.g., 12 Items @540 each)
PermittingnRecordingnLegalFees
Demolition Pennit $
Building Pennit(s) $
Plumbing, Electrical, Mechanical Pennits $
Recording Fees $
Legal. Fees $
Planning and Design
Surveying and Site Layout $
Elevation Certificate( s) $
Engineering Design for Elevated Structure $
Site Preparation
Structural Demolition $
Lot Clearing $
Debris Removal and Disposal $
Excavation/Fill for Grading $
Retrofitting/Elevation of an Existing Structure
Concrete & Block Work; Masonry Work $
Drilling & Installation of Piers, Columns, or Piles $
Beams and Columns $
Embedment and Sealant $
Foundation Walls $
Structural Steel Work $
Bracing and Anchoring $
Lifting/J acking/Elevating $
Backfilling $
Detachment and Reattachment (of elements affixed to structure) $
18
Page 18 of 26
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA..()()I. Eff.IO/30/04)
Elevation Worksheet continued
Elevation Projects Only
12. Elevation Information
Total Square Footage of Principal Structure (heated and cooled areas only): _
Lowest (Finished) Floor Elevation of Principal Structure (above sea level): _
Proposed Elevation Height (above sea level) minimum of2 feet of free board above BFE is required:
Feet Inches
Proposed Foundation Type for Elevated Structure: 0 Columns
o Pilings
o Other: _
C. Required information for elevation projects located in a V-zone or numbered A-zone:
I. What is the elevation of the lowest livable floor of the building? _ (A copy of the surveyor or engineer's Elevation
Certificate for the building is required)
2. What is the Base Flood Elevation (BFE) at the building site? _
3. What is the local code requirement regarding elevation? _ (e.g., BFE + 1.0', etc. provide a copy of the applicable local
code language/section)
4. From the FEMA Flood Insurance Study (FIS), which includes the project site, fill out the appropriate table below:
*Please Note: FISs can be ordered from the Map Service Center at 1-800-358-9616. For more information about
FlSs, contact your local agencies or visit the FlS site on the FEMA Web-page at httD://www.fema.2ov/MSC/fis.htm
If located in a Riverine Flood Zone (numbered A-zone or AE zone) f'lll in the followio2 table:
Flood Frequency Peak Discharge (CFS) Flood Depth
lO-year
50-year
100-year
500-year
If located in a Coastal Flood Zone (V-zone or A-zone subiect to storm sur2e) f'lll in the followin2 table:
Flood Frequency Flood Depth
10-year
50-year
100-year
500-year
16 Page 16 of 26
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA-OOI, Eff.lO/30/04)
Property Acquisition Worksheet continued
Acquisition Projects Only
E. Acquisition Cost Worksheet
Please fill out a separate Acquisition Cost Worksheetfor each property to be acquired (lfyour project involves the acquisition of
several properties, you may wish to develop a single spreadsheet that lists each property. The spreadsheet should contain all of the
Owner's Full Name:
NA
Spouse's Full Name (if applicable): _
Mailing Address:
NA
NA
City, State, ZIP:
NA
Property Address:
NA
Tax Parcel Identification Number:
NA
Year Built:
NA
Square footage of the building (heated and cooled areas only):
Pre-Disaster Fair Market Value** (Identify Source: --l
Estimated Cost of Demolition
NA
Estimated Appraisal Costs
$
$
$
$
$
$
$
$
Property Survey Costs
Closing Costs (usually handled by a title company)
Relocation Assistance
Other
information fields in the Acquisition Cost Worksheet below).
**Please note: The community may determine the pre-disaster fair market value by using either the local tax assessed
value (plus a percentage to approximate market value) or a State Certified Property Appraisr's estimate. In either case,
the market value must be based on pre-disaster conditions. Also, if a local tax assessed value is used, a letter from the
Local Property Appraiser must accompany the application.
14
Page 14 of 26
Attach any continuations or additional items to this page
(Form No. HMGP/FMA-OOI, Eff.1O/30/04)
Property Acquisition Worksheet
Acquisition Projects Only
A. Prepare a separate worksheet for each individual property to be acquired. Please note: Participation in an acquisition
project must be voluntary on the part of the property owner.
o Include at a minimum four (4) color photographs showing a front view, a side view, and a back view of each
structure to be acquired. Attach photographs to the worksheet for that property
B. Site Information:
1. Owner's Name:
Social Security Number: _ (needed for duplication of benefits (DOB) determination)
Spouse's name (if applicable): _
Spouse's Social Security Number: _ (needed for duplication of benefits (DOB) determination)
2. Street Address (including city, state and zip code) or Physical/Legal Location:
3. If the structure is located in a Special Flood Hazard Area (SFHA) and was substantially damaged (Le., greater than 50%) you
must obtain a Substantial Damage Certificate signed by the Local Building Official (preferably using FEMA's Residential
Substantial Damage Estimator (RSDE) software).
Please Note: The data for numbers 4,5, and 6 of this part of the application and all of Section D are not required if the structure is
located in the SFHA and a Substantial Damage Certificate is attached.
4. Base Flood Elevation of Property: _
5. Lowest (Finished) Floor Elevation of Principal Structure:_
7. Post Mitigation Property Use:
6. Depth of water in the structure _ inches, for _ day(s) and level of event causing flooding _ year flood.
(10,25, 50, 100, 500)
C. Structure Information
1. Attach a copy of the local government Tax Assessor's record for the subject property; and, if available, a tax map.
2. Building Type: (check one)
o l-storyw/o basement 0 2-storyw/o basement 0 Split-level wlo basement
o I-story with basement 0 2-story with basement 0 Mobile Home
o Split level with basement
o Other: _
3. Building Use: (check all that apply)
o Primary Residence 0 Rental Property
o Public Building 0 House of Worship
o Secondary Residence
o Multi-Family
o Commercial Property
o Other: _
4. Construction Type:
o Wood Frame
o Concrete Block
o Brick
o Other: _
12
Page 12 of 26
Attach any continuations or additional items to this page
(Form No. HMGP/FMA-OOl, Eff.10/30(04)
HMGP/FMA ENVIRONMENTAL REVIEW
Information and Documentation Requirements by Project Type
Retrofits to Existing Facilities/Structures
Elevations
Acquisitions with Demolition
-/ Dates of Construction
-/ Concurrence from State Historic Preservation Officer if structure is 50 years or
older or if work to be done is outside the existing footprint.
Drainage Improvements
-/ Engineering plans/drawings
-/ Permit or Exemption letter to address any modifications to water bodies and
wetlands
o Department of Environmental Protection
o Water Management District
o U.S. Army Corps of Engineers
-/ Letter from State Historic Preservation Office addressing archeological impacts.
-/ Concurrence from U.S. Fish and Wildlife addressing any impacts to wildlife,
particularly endangered and threatened species and their habitats.
-/ If the project is in coastal area, attach a letter from the National Marine Fisheries
Service addressing impacts to marine resources.
-/ Concurrence from Natural Resource Conservation Service ifproject is located
outside city limits and may impact prime or unique farmland.
Note: This is a general guideline for most projects. However, there will be exceptions.
Consult with environmental staff on project types not listed.
10
Page 10 of 26
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-001, Eff. 10/30/04
Section IV. Environmental Review;
Alternative Actions, continued
2. Other Feasible Alternative
Discuss a feasible alternative to the proposed project. This could be an entirely different mitigation method or a significant
modification to the design of the current proposed project. Complete all of parts a-e (below) and include engineering details
(if applicable).
a. Project Description for the Alternative
Describe, in detail, the alternative project. Also, explain how the alternative project will solve the problem(s) and/or
provide protection from the hazard(s).
Modification to this plan would change the
b. Project Location of the Alternative (describe briefly)
181 Attach a map or diagram showing the alternative site in relation to the proposed project site
181 Photographs (2 copies) of alternative site
Project location is not changed.
c. Scope of Work for Alternative Project
The alternative scope of work entails the in of all electric roll up doors and associated electrical work invloved to
provide power to these doors. the total cost for this work would be $63,424.00.
8
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA-OOI, Eff. 10/30/04)
Page 8 of 26
D. Funding Sources (round figures to the nearest dollar)
The maximum FEMA share for HMGPIFMA projects is 75%. The other 25% can be made up of State and Local funds as well as in-
kind services. Moreover, the FMA program requires that the maximum in-kind match be no more than 12.5% of the total project costs.
HMGP/FMA funds may be packaged with other Federal funds, but other Federal funds (except for Federal funds which lose their
Federal identity at the State level- such as CDBG, ARS, HOME) may not be used for the State or Local match.
Estimated FEMA Share
$34.569.75
75% of Total (maximum of75%)
Non-Federal Share
Estimated Local Share
$11.523.25 25% of Total (Cash)
$_ _% of Total (In-kind.)
$_ _% of Total (Global Match..)
Other Agency Share
$_ _% of Total
(Identify Other Non-Federal Agency and availability date: ~
Total Funding sources from above
$46.093.00
100Total % (should equal100%)
Other Non-FEMA Federal Funds $_ (Do not include in total)
(Identify Other Federal Agency: ~
*Identify proposed eligible activities directly related to project to be considered for In-kind services. (Note on Page 4 Section B)
**Separate project application must be submitted for each Global Match project.
E. Project Milestones/Schedule of Work
List the major milestones in this project by providing an estimated time-line for the critical activities not to exceed a period of3 years
for performance. (e.g. Designing, Engineering, Permitting, etc.)
Milestone
Number of Davs to Complete
rEx., Demolition of 6 structures and removal of debris 14 days]
Installation of shutters 30 days
Removal and installationof garage doors 30 Days
Final Inspection 180 Days
Close out 90 Days
6
Attach any continuations or additional items to this page
(Form No. HMGPIFMA-OOI, Eff. 10/30/04)
Page 6 of 26
Describe the type(s) of protection that the proposed project will give-It is proposed that the four garage doors be upgraded to
to withstand more than 110 mile per hour winds and the coveing of all other opening with roll up shutters or accordian style shutters.
The installation of gas applicances will enable the building to be occupied in the event of power loss from the primary electrical source
with an efficient use of the exisiting back up generator.
Scope of W ork (describe in detail, what you are planning to do)- The scope of this project includes the installation of
electrically operated rollup type storm shutters on two (2) entrance doors (main entrance and back entrance) on the East and West side
of the fire station. These two doors are considered the main access to the building and are specified to be electrically operated to allow
for the shutters to be opened and closed from within the building. Manually operated rollup type storm shutters will be installed on four
(4) other access doors and windows. Accordian style shutters will be installed on the remaining four (4) windows and doors due to the
size and location of the openings. These shutters will be closed from outside the building prior to storm conditions. Electrical upgrades
will be required to enable the exisiting backup generator to provide the power to the electrically operated storm shutters.
Describe any other on-going or proposed projects in the area that may impact, positively or negatively the proposed HMGP or
FMA project-
Section II. Project Location (Fully describe the location of the proposed project.)
A. Site
1. Describe the physical location of this project, including street numbers (or neighborhoods) and zip codes; and if
available, please provide precise longitude and latitude coordinates for the site utilizing a hand-held global
positioning system (GPS) unit or the equivalent: Fire Station 26 is located at 850 Northern Way, Winter Springs,
Florida 32807, Parcel Identification 01-21-30-5BH-0000-0640, Lattitude: N 28.40633; Longitude: W 81.15716.
2. Title Holder: City of Winter SDrines
3. Is the project site seaward of the Coastal Construction Control Line (CCCL)? DYES
I8INO
4. Provide the number of each structure type (listed below) in the project area that will be affected by the project.
That is, all structures in project area.
D Residential property
181 Public buildings
D Other
D Businesses/commercial property
D Schools/hospitals/houses of worship
B. Flood Insurance Rate Map (FIRM) showing Project Site
o Attach two (2) copies of the FIRM map, a copy of the panel information from the FIRM, and, if available, the
Floodway Map. FIRM maps are required for this application (if published for your area). Also, all attached
maps must have the project site and structures clearly marked on the map. FIRMs are typically available from
your local floodplain administrator who may be located in a planning, zoning, or engineering office. Maps can also
be ordered from the Map Service Center at 1-800-358-9616. For more information about FIRMs, contact your local
agencies or visit the FIRM site on the FEMA Web-page at httD:/Iwww.fema.2ov/homeIMSC/hardcoDv.htm
Using the FIRM, determine the flood zone(s) of the project site (Check all zones in the project area).
(see FIRM legend for flood zone explanations) (A Zone must be identified)
0 VE or V 1-30 D AE or A 1-30
0 AO or AH D A (no base flood elevation given)
D B or X (shaded) 181 C or X (unshaded)
0 Floodway
o Coastal Barrier Resource Act (CBRA) Zone (Federal regulations strictly limit Federal funding for projects in
this Zone; please coordinate with your state agency before submitting an application for a CBRA Zone project).
0 If the FIRM Map for your area is not published, please attach a copy of the Flood Hazard Boundary Map (FHBM)
for your area, with the project site and structures clearly marked on the map.
4
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA-OOI, Eff. 10/30/04)
Page 4 of 26
t
STA TE OF FLORIDA - JOINT HAZARD MITIGATION GRANT PROGRAM &
FLOOD MITIGATION ASSISTANCE APPLICATION
II. Point of Contact
OMs. I8IMr. OMrs. First Name: Greeorv
Title: Caoital Protects Coordinator
Street Address: 1126 East State Road 434
City: Winter SOrin2s State: Florida Zip Code: 32708
Telephone:407-327-5984 Fax: 4073276695
Email Address (if available ):2bishoo(a)wintersorin2stl.or2
12. Application Prepared by: OMs. I8IMr. DMrs. First Name: Greeorv Last: Bishoo
Title: Caoital Protects Coordinator Telephone: 4073275884 Fax: 4073276695
13. Authorized Applicant Agent (proof of authorization authority required)
OMs. I8IMr. OMrs. First Name: John Last Name: Bush
Title: City Mavor Telephone: 4073271800Fax: 4073276686 -
Street Address: 1126 East State Road 434
City: Winter r S e: Flo
Signature:
14. All proposed pro'
Attach is a letter 0
Last Name: Bishop
'p Code: 32708
Date: 10/24/05
,tl should be included in the county's Local Mitigation Strategy (LMS).
endors~mtmt for the project from the county's Local Mitigation Strategy Coordinator. 0 Yes D No
Section I. Project DescriptiOn
A. Hazards to be Mitigated / Level of Protection
I. Select the type of hazards the proposed project will mitigate:
o Flood ~ Wind D Storm surge D Other (list): _
2. Identify the type of proposed project:
o Elevation and retrofitting of residential or non-residential structure
o Acquisition and relocation D Acquisition and demolition
181 Wind retrofit D Minor drainage project that reduces localized flooding
o Other (please explain) _
3. List the total number of persons that will be protected by the proposed project: 12
4. Fill in the level of protection and the magnitude of event the proposed project will mitigate.
(e.g. 23 structures protected against the lOO-year (1 %) flood)
_ structure(s) protected against the _ -year Flood (10, 25, 50, 100, or 500 year)
! structure(s) protected against 110 mile per hour (mph) winds
5. Engineered projects only (e.g. Drainage Improvements), include (attach to this page) ALL engineering
calculations and design plans used to determine the above level of protection.
6. Project will provide protection against the hazard(s) above for 25 years (i.e., what is the useful life of the project)
B. Project Description, Scope of Work, and Protection Provided (Must be Completed in Detail)
Describe, in detail, the existing problem, the proposed project, and the scope of work. Explain how the proposed project will
solve the problem(s) and provide the level(s) of protection described in Part A. Also, if available, attach a vendor's estimate
and/or a contractor's bid for the scope of work. Please ensure that each proposed project is mitigation and not
maintenance.
Description of the existing problems-The exisiting fire station windows and large garage doors as they currently exist are not
rated to with stand hurricane force winds. In the event of failure of the doors or windows, structural integrity of the fire station may
result. If the loss of the structure were to occur, the City of Winter Springs would loose the ability to serve the community with vital
2
Attach any continuations or additional Items to this page
(Form No. HMGPIFMA-OOI, Eff. 10/30/04)
Page 2 of 26