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HomeMy WebLinkAboutFlorida State Grant Application for Senior Center It f,. 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-Proflt (Tax 10 Received) o Recognized Indian Tribe or Tribal Organization Project Type(s) o Wind o Flood o Other:_ Reviewer Phone#: Reviewer FaX#: Reviewer E-Mail: Date Application Received: Community NFIP Status: (Check all that apply) o Participating Community 10#: o In Good Standing 0 Non-Participating D CRS State Application 10: State Reviewer: Signature: Date: This application is for all Federal Emergency Management Agency (FEMA Region IV) Hazard Mitigatiop- Grant Program (HMGP) and Flood Mitigation Assistance (FMA) proposals. Please complete AIL sections and provide the documents requested. If you require technical assistance with this application, please contact your State Emergency Management Division at (850) 922-5269. A. To Fill Out This Application: Complete all sections, which correspond with the type of proposed project General Application Sections: pp.l- 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.l4-18: Elevation Projects only -- one worksheet per structure Drainage Worksheet: p. 19: Drainage Projects only Wmd Retrofit Worksheet: pp. 20-22: Wind retrofit projects only (llMGP only) -- one worksheet per structure pp. 23-24: Wind retrofit/shelter projects only (llMGP 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 Attachment A: Attachment B: B. Applicant Information FEMA-1539-DR-FL DISASTER NAME: Hurricane Charley Ex.. FEMA-1539-DR--FL: Hurricane Charlev Title I Brief Descriptive Project Summary: Senior Center Hurricane Protection 1. Applicant (Organization): City of Winter SDriDllS 2. Applicant Type: ~. State or Local Government D Recognized Native American Tribe D Private Non-Profit 3. County: Seminole 4. State Legislative District(s): 22.33.34 Congressional District(s): 7.24 5. Federal Tax ID. Number: 59-1026364 6. FIPS Code.: 117-78325-00 (.ifyour 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: 9/18102 10. Attach proof of current Flood Insurance Policy (FMA only). Flood Insurance Policy Number: !l. 1 Attach any continuations or additional Items to this page (Form No. HMGP/FMA-OOI, Eft: 101301(4) Page 1 of 27 Describe the type(s) of protection that the proposed project will give-The installation of hurricane shutters and impact resistant glass will provide the windows and doors of the Senior Center and Civic Center with protection up to 110 mph winds. The installation of a backup generator will enable the facilty to have power for those city employees temporarily housed there to open and close the primary entrance roll up shutter from with in the structure in the event that power is lost during an emergency event.. Scope of Work (describe in detail, what you are planning to do)-The scope of work for this project includes the installation of accordian style and roll up hurrincane shutters along with the replacement of glass in specified sidelight windows with impact resistant glass. This scope also includes the installation of a 30 Kw generator to provide emergency power to the facilities in event of power loss from the primary source. This backup power source will be used to open and close those electrically operated roll up shutters in the event that power to the building is lost. The fuel source will include the installation of a gas service and gas meter from the gas line located in front of the facilities. Describe any other on-going or proposed projects in the area that may impact, positively or negatively the proposed HMGP or FMA project-None 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: The Winter Springs Senior Center and Civic Center are co-located with the Sunshine Park at 400 North Edgemon Avenue, Winter Springs, Florida 32708, Longitude W81.30919, lattitude N28.7032. 2. Title Holder: City of Winter 80rin2S 3. Is the project site seaward of the Coastal Construction Control Line (CCCL)? DYES [8JNO 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 [8J Public buildings D Other D Businesses/commercial property D Schoolslhospitalslhouses of worship B. Flood Insurance Rate Map (FIRM) showing Project Site 181 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 requiredfor this application (ifpublishedfor your area). Also, all attached maps must haye 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.slOvlhomelMSClhardcoDv.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) D VE or V 1-30 D AE or A 1-30 D AOorAH D A (no base flood elevation given) D B or X (shaded) 181 C or X (unshaded) D Floodway D Coastal Barrier Resource Act (CBRA) Zone (Federal regulations strictly limit Federal funding for projects in this Zone; please coordinate with your state agericy before submitting an application for a CBRA Zone project). D If the FIRM Map for your area is Dot 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. 3 Attach any continuations or additional Items to this page (Form No. HMGPIFMA-OOI, Eft: 10/30/04) Page 3 of 27 5 Attach any continuations or additional Items to this page Total Estimated Project Cost $39.071.54 (Fonn No. HMGPIFMA-OOI, Eff. 10/30104) Page 5 of 27 " 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 NEPA review process. Ifwork 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 NEPA 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 documentation from this section to facilitate the NEP A compliance process. ~ Detailed project description, scope of work, and budget/costs (Section I (p. 2) and Section ill (p. 5) of this application). ~ Project area maps (Section II, part B & C of this application (pp. 3-4)). ~ Project area/structure photographs (Section II, part C of this application (p. 4)). ~ Preliminary project plans. ~ Project alternatives description and impacts (Section IV of the application (pp. 6-8)). ~ Please complete the applicable project worksheets. Dates of construction are required for all structures. ~ 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. If no action is taken in regards to the installation of storm shutters, the facility will not be usable for city employees who are on call for the the emergency. If shutters are installed but not the generator, the facility will not be usable if the power is lost for any extended period of time. 7 Attach any continuations or additional items to this page (Form No. HMGPIFMA.ooI, Elf. 10130104) Page 7 of 27 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), FloodplainlFloodway, 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). er er er er er Cost er Unit 2. Labor (Include equipment costs -- please indicate all "soft" or in-kind matches) Descrintion Hours Rate Cost 3. Fees Paid Include any other costs associated with the project. Descrintion of Task Hours Rate Cost Total Esdmated Project Cost $_10,059.72_ 9 Attach any continuations or addltlonallteme to this page (Form No. HMGPIFMA-001, Eft: 10130104) Page 9 of 27 Section V. Maintenance Agreement All applicants whose proposed project involves the retrofit or modification of existing public property or whose proposedyroject would result in the public ownership or management of property, structures, or facilities, must Jlrst sign the following agreement prior to submitting their application to FEMA. (NOTE: Those applicants whose project only involves the retrofitting, elevation, or other modification to private property where the ownership will remain private after project completion DO NOT have to complete this form.) . The City of Winter Sorings of Seminole, State of Florida, hereby agrees that (City, 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 maintenance of any real property, structures, or facilities acquired or constructed as a result of such Federal aid. Routine mamtenance shall include, but not be limited to, such responsibilities as keeping vacant land clear of debris, ~arbage, and vermin; keeping stream channels, culverts, and storm drains clear of obstructions and debris; and keepmg 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 law 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) thi, rlf (day) of ~ (month),Z"{ (year). Signature* /'~ C-../. ft? r ('J ..~._/ . "'~-=--- ) .../ *Please note: The above signature must be by an individual with legal signing authority for the respective local government or county (e.g., the Chairperson, Board of County Commissioners or the County Manager, etc.) 11 Page 11 of 26 Attach any continuations or additional items to this page (Form No. HMGPIFMA-OOl, Eff.l0/30/04) 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): $~ 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. Ifapplicable, please contact the HMGPIFMA Environmental Section at (850) 922-5779 for a copy of the questionnaire. D. History of Hazards /Damages (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 repairs/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, if possible. 13 Page 13 of 27 Attach any continuations or additional Items to this page (Form No. HMGP/FMA..()() I, Eft: 10130104) 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. D 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 bene fits (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 PhysicallLegal Location: B. Structure Information: 1. Building Type: (check one) o I-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: _ 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: 0 Wood Frame o Concrete Block o Other: _ 4. Foundation Type: o Slab on Grade o Crawl Space o Block Foundation o 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., to-year event, 25-year flood, etc.) 15 Page 15 of 27 Attach any continuations or additional Items to this page (Form No. HMGPIFMA-OOI, Eff.l0130104) Elevation Worksheet continued Elevation Projects Only D. History of Hazards /Damages (to the structure being elevated) List all current and past damages to the structure (including its contents). Damages must be fully documented (Le., 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 lrene; Storm Surge $36,000.00 $15,000.00 Note: Flood Insurance Policies must be purchased for all structures that are part ofa FEMA elevation project. For more information contact the Floodplain Administrator in your area or visit the National Flood Insurance Program Web Page at (htto:/Iwww.fema.2ov/nfiol 17 Page 17 of 27 Attach any continuations or additional Items to this page (Form No. HMGPIFMA-OOI, Ett:l0/30104) Description Explanation of costs Total Costs Estimate costs for aU applicable items (e.g., 12 items @540 each) Backfilling $ Detachment and Reattachment (of elements affixed to structure) $ I Elevation Worksheet continued Sub-Total for Page I $ I Elevation Projects Only 19 Page 19 of 27 Attach any continuations or additional Items to this page (Form No. HMGPIFMA-OO I, E1f.1 0/30/04) .' DRAINAGE PROJECT WORKSHEET DRAINAGE PROJECTS ONL Y Municipality/County: _ Project Title: _ The following information must be provided for completion of the Technical Review: I. 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 offlooding 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., 10- Y ear, 25- Y ear, 50-Year I 00- Year etc. (Information must be obtained from USGS, NWS, NOAA, or HydrauliclHydrology Engineer or Rainfull 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.. I, 2,..5 Year Frequency) indicate name of event, date of incident and amount ofloss 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, Detention/Retention 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 27 Attach any continuations or additional Items to this page (Form No. HMGPIFMA.oo I, Eff. I 0/30/04) I C. Building Size and Use I B. Building Data Wind Retrofit Worksheet - HMGP only WIND RETROFrr PROJECTS ONL Y I D. Building Value I F. Displacement Costs Due to Wind (1) Rental Cost of Temporary Building Space ($/sf7month) (2) Other Displacement Costs ($/month) 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 ($/month) I I. Mitigation Project Data 23 Page 23 of 27 Attach any continuations or addltlonallterns to this page (Form No. HMGPIFMA-OO I, Eff.1 0/30/04) Wind Retrofit Worksheet - HMGP only WIND RETROFrr PROJECTS ONLY Shelter Retrofit Project Only Benefit Cost Data Collection Form A. Project Information Complete Is a separate worksheet attached for each structure? Are photographs of all elements of the building to retrofit attached? ~ Yes Is there an Engineer's certification for level of protection proposed attached? DYes Are a completed LRDM Table and Survey Checklist attached? ~Yes DNo DNo DYes DNo DNo B. Building Data Select Building Type (Before Mitigation) ~ lightly Engineered D Fully Engineered Building Site (Miles Inland) 36 Number of Stories above Grade 1 Construction Date 1991 Historic Building Controls Disaster Number C. Building Size and Use Describe the normal day-to-day function of the facility: Ooerates as a meetinll olace for senior residents of the City of Winter Sorinlls. Dailv lunches are served. residents meet and olav bridlle and other eames. Total floor area: 4800 (sf) Area occupied by owner or Public/Non-profit Agencies: 4800 (sf) For the following enter the square feet for the a Iicable Building Existin S Critical Facili Host Shelter 4800 4800 Hurricane Evacuation Shelter HES P . Host Shelter 25 Page 25 of 27 Attach any continuations or additional Items to this page (FonnNo. HMGPIFMA-OOI,EIf.I0/30/04) 27 Attach any continuations or additional Items to this page (Form No. HMGPIFMA-OOl, E1f.IO/30/04) Page 27 of 27 Wind Retrofit Worksheet - HMGP only I C. Building Size and Use WIND RETROFIT PROJECTS ONL Y I D. Building Value I F. Displacement Costs Due to Wind (1) Rental Cost of Temporary Building Space ($/sfi'month) (2) Other Displacement Costs ($/month) I G. Value of Public Non-Profit Service (3) Post Disaster Continuity Premium ($/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 Attach any continuations or addltionalllems to this page (Form No. HMGPIFMA-OOI, Eft 10/30/04) 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? 181 Yes D No I8IYes DNo DYes DNo DYes DNo B. Building Data Select Building Type (Before Mitigation) 181 Lightly Engineered D Fully Engineered Building Site (Miles Inland) 36 Number of Stories above Grade ! Construction Date 1965 Historic Building Controls Disaster Number C. Building Size and Use Describe the normal day-to-day function of the facility: Operates as a meetin2 place for senior residents of the Citv of Winter SPrill2s. Dallv lunches are served. residents meet and play brid2e and other 2ames. Total floor area: 2100 (sf) Area occupied by owner or Public/Non-profit Agencies: 2100 (sf) For the following enter the square Building Area to be used feet for the aoolieable Existin2 (SF) ProDOsed (SF) Critical Facility Host Shelter Hurricane Evacuation Shelter (HES) Primary Host Shelter 2100 2100 Recovery Shelter Refuge Risk Shelter Secondary Host Shelter Other (attach explanation) Attach any continuations or additional Items to this page (Form No. HMGP/FMA-OOl, EfII0I30/04) ~io '" R: .< ~ ~ ; . ~ I ~d I! ai~ ii:~ I~~ 6 ~ I ~~ww f i !I M~ u.~ elL 1ft ~ iii!!! ~ ! lSIli6S U II iill ~~! 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CJ) s- Q) I · c: -- ~ -to-# en co W ~ t o Z \ .6rm# FMIT IND 10-04 FMIT GC 10-04 FMIT MPC 10-02 IL 00 17 11-98 IL 02 55 07-02 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 SO 10-00 CP 00 32 10-00 EMIT EBC 10-02 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 CR 00 21 03-00 FMIT PROP 05 10-02 FMIT PROP DEC 1004 FMIT PROPERTY AND ALLIED COVERAGES October 1, 2004 - October 1, 2005 Scheduled Coverage Forms List FMIT #0648 Schedule C Description COMMON Indemnity Agreement Coverage Agreement Miscellaneous Property Coverages Common Policy Conditions Florida Changes - Cancellation And Nonrenewal PROPERTY 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 (Without-Rxtra Rxpense-)- Equipment Breakdown Coverage INLAND MARINE Miscellaneous Schedule Of Inland Marine Inland Marine Floater Commercial Inland Marine Conditions Accounts Receivable Coverage Form Valuable Papers And Records Coverage Form CRIME Commercial Crime Coverage Form (Loss Sustained Form) Public Employees Blanket Bond Page 2 of 2 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 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 ~ ~ ..... ..... ..... ..... ..... -" ..... -" ..... -" ..... ..... ..... -" -" -" -" ..... r- 01 01 01 -l'> eN eN eN eN eN eN eN eN N N N N N N N -" 0 0 0 r- n ~ - 0 0 0 0 0 8 8 8 0 0 0 0 8 0 8 0 0 0 0 0 0 0 0' 8 0 ~ 0 0 0 0 ~ ~ al 0 0 0 0 0 0 ~ 01 i N ..... 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"'-)-" ROLL-UP SHUTTERS BOX SIZES REq.,IRED PER .HEIGHT OF OPENING OPINING HIIGHT UP TO 86" FROM 87" TO 98" FROM 97" TO 142" FROM 143" TO 239" 40 MM FOAM FILLED MINI SLAT ( NOT CODI APPROVID ) ReQUIReD BOX SIZIS 7" BOX 8" 10" 12" (FIVE SIDED) SLAT WEIGHT PIR SQ. FT. 1.0 LBS. PER SQ. FT. OPINING HIIGHT UP TO 66" FROM 67" TO 96" FROM 97" TO 142" FROM 143" TO 239" 40 MM EXTRUDED ALUMINUM SLAT ( DAD. COUNTY IMPACT APPROVeD) REQUIRED BOX SIZES 7" BOX 8" 10" 12" (FIVE SIDED) SLAT WIIGHT PIR SQ. FT. 1.7 LBS. PER SQ. FT. \ '-- OPINING HEIGHT UP TO 47" FROM 48" TO 63" FROM 64" TO 94" FROM 95" TO 168" 55 MM FOAM FILLED SLAT ( NOT CODI APPROVlD ) REQUIReD BOX SIZIIS SLAT WEIGHT PER sq. FT. 7" BOX 1.3 LBS PER SQ. FT. 8" 10" 12" (FIVE SIDED) OPINING "liGHT UP TO 39" FROM 40" TO 54" FROM 55" TO .99" FROM 100" TO 160" 60 MM EXTRUDED ALUMINUM SLAT ( DADe COUNTY IMPACT APPROVID ) ReQUIRlD BOX SIZI. 7" BOX 8" 10" 12" (FIVE SIDED) SLAT WlIGHT PIIR SQ. FT. 2.5 LBS PER SQ. FT. ........ NOTE: See additional pages for Motor Prices, Weight and Umltatlon Charts For Finished Size Calculations and Pricing Examples. "- .. ... ABOVE CHART .. , , RS-l000 Storm and Security Rolldown System The RS-1000 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 11mm (7/16 inches) in height). The small pro- file of the extrusions makes this an extremely smooth and qu iet 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 Surface Mount Version II Inner Wall Mount 112" Drywall on 112" Pt. Furring Strips @ 16"OC.~ .',' ;"1 ;: .:): ..;; .~ 112" Drywall on 112" Pt. Furring Strips @16"OC. Soffit Mount \\!In Board Access l\neJ Motorization by RollingshieldTN Tubular Motors Rollingsbield'"'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 ~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 retums 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 RollingshielcJTM transmitters and receivers operate on RF (radio frequency) so it is not n~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 Rolllngshleldâ„¢ Tubular Motor Line provides the perfect solution for motorizing rollshutters. 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 Distinctive 4-cavity head pattern for fast fixing into the appropriate bracket ., Plug-In cable · coming soon Limit switch adjustments on both sides of the head on manual override motors ..... ......" ~- -.. 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) -... 'I~ . .lo, _"' __ ',,-, * * ACCORDION * * - - = ii'iiiiiii i! i! = = = 01 -', III "- '- Ceiling & Floor Mount Installation POURED ~~~ r EDGE Of 5I.AB WJCREfE ANOiOJ5 'F .l.PGII trlll2lr (SEE 5aJEWLE) -- RlI LfWIIII..ol:; o It uJ ~a>>rmE "(JEQJUElEAfOIOR ttQUIB){5fE 5CHEDtlE) III III III III #14135..5- S. U. 5. 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C" i C" ! =- - W I'"' 0' l1> 0' ~ 0- C1' 0' 0' 0' (/' '" 0' 0' 0- C1' Cl' Cl' "'\ tV ~~ r- Cl' Cl' ~ W Cl' 0' Cl' r- IJ1 Cl' '" Cl' IJ1 0' Cl' Cl' '" \JJ ~~ \JJ IJ1 Cl' ~ ~ ~ 0' 0' W ,.. 0' Cl' 0' ... \/I Cl' C" '" ,.. .:. - := = .. Z ""'Z -<~ -v'" 1TI= z Cl' 0> Cl' C1' 0' '" Cl' 0' 0' 0' Q\ Cl' \/I ; I I ,'..<:-\Cl',"'.Cl' ~ Cl' Cl' ~::--;G"'C"~~ 0' (/' Cl' ,.. ,. 0- 0' 0' \/I \J\ Cl' 0' 0' . ill .". .'.::--' C" : C" , ..~ I ~ Cl' '" Cl' Q\ '" 0' 0' 0' 0' 0' '" 0' Cl' N ,i I ~ ~ r- \ (/' \ (/' t-...,,~ l'" Cl' '" l'" l'" 0- 0' 0' VI \J\ Cl' (/' Cl' I,.l) ~~W\/l(/'~~W\/lO'\..IIWO'O'O-""'O'O'O' r .... -( 1) '" \/I1J1 0- 0' '" ~ iJI Cl' 0- O'(/' '" 0' 0' 0' 0' 0' 0' 0' '" 1ft ~~~ I,.l) ~ ~ ~. ~ w r r ,. ,. 0' Q\ \/I \/I \J\ Q\ 0' ,,""....."" ~" " ~ N IJ1 \/I \J\ I- 0' (/' \/I \II \/I Cl' Cl' Cl' l1> 0' '" 0' 0' 0' 0- 0- 0' ..... ,..., '" \JJ ... .". .~ Greg, I would suggest the Guardian 30 k quiet source. They can put out 250 amps on Ip gas and 225 on nat gas. It has a Ford v-6. They are much quieter than the standard Guardians. We have had a lot of complaints on the others being very loud. They also get better economy because they run at about half the speed. They run $8734.77 each. And he 200 amp transfer switch is $989.27 ea. Thank Ed PEllFBRMllllCE .______ '-I -TelePhone Fax 1-407 -355-3909 1-407-355-3926 info@pccorp.biz 4629 36th Street SW, Suite # 800 Orlando, Florida 32811-2898 From: Greg Bishop [mailto:gbishop@winterspringsfl.org] Sent: Thursday, October 20, 2005 10:23 AM To: Ed Kane Subject: RE: Performance Contractors Ed, I am working on the Senior/Civic Center. Can you tell me approximately what size generator would be needed to operate the shutters planned for these buildings, associated cost to install along with the appropriate transfer switch? Thanks, Greg