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HomeMy WebLinkAbout2000-337Bdo //-- 6 -2 - State of Flonda Y d J\w P,Mg -ion Grant Program Application a z a fo rc S"hefter Retrofit Projects Department of Community Affairs Division of Emergency Management Bureau of Recovery & Mitigation (850) 410-3159 • 40 C'1 'TATE OF FLORIDA HAZARD MITIGATION GRANT PROGRAM (HMGP) FLOOD MITIGATION ASSISTANCE (FMA) Application STATE USE ONLY FEMA-__- DR -FL ❑ Standard HMGP ❑ 5% Initiative Application ❑ Application Complete ❑ Standard FMA ❑ Initial Submission or ❑ Resubmission Support Documents Eligible Applicant Project Type(s) ❑ Conforms with State 409 Plan ❑ State or Local Government ❑ Wind ❑ In Declared Area ❑ Private Non -Profit (Tax ID Received) ❑ Flood ❑ Statewide ❑Recognized Indian Tribe or Tribal Organization ❑ Other Community NFIP Status: (Che kail lh.I.POy) ❑ Participating Community ID #: _ ❑ In Good Standing ❑ Non -Participating ❑ CRS State Application ID State Reviewer Sig Reviewer Phone # Reviewer Fax #_ Reviewer Email: Date Application Received 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) 922-5269. Page 2 of 15 40 A. To FIII Out This Application: complete all sections which correspond with the type of proposed project General Application Sections: pp. 1-6: All Applicants must complete these sections Environmental Review: Maintenance Agreement: pp. 7-10: All Applicants must complete these sections p. 11: Any applications involving public property, public ownership, or management Acquisition Worksheet: of property pp. 12-14: Acquisition Projects only -- one worksheet per structure Elevation Worksheet: pp.15-19: F-levation Projects only-- one worksheet per structure Drainage Worksheet: Wind Retrofit Worksheet: p. 20: Drainage Projects only pp. 21-22: Wind retrofit projects only (HMGP only) -� one worksheet per structure Attachment A: FEMA Form 90-49 (Request for Public Assistance): All Applicants must complete, Attachment B: if applicable. HMGP/FMA Application Completeness Checklist: All applicants are recommended to complete this checklist B. Applicant Information FEMA -1300 -DR -FL Disaster name: Ilurricane Fjord Title I Brief Descriptive Project summary: Shelter retrofits to increase the count s shelter capacity. 1.Applicant (Organization): Indian River County Department of Emergency Services 2. Applicant Type: M State or Local Government ❑ Recognized Native American Tribe ❑ Private Non -Profit 3. County: Indian River 4. State Legislative district(s): 80 Congressional District(s): 15 5. Federal Tax I.D. Number: 59-6000674 6. FIPS Code: 061-9906100 7. National Flood Insurance Program (NFIP) Community Identification Number (this number can be obtained from the FIRM map for your area): 120119 8. NFIP Community Rating System Class Number: 7 9. Attach proof of current Flood Insurance Policy (FMA only). Flood Insurance Policy Number: N/A 10. Point of Contact ❑Ms. MMr. []Mrs. First Name: Nathan Last Name: McCollum Title: Emergency Management Coordinator Street Address: 1840 25' Street City: Vero Beach State: Florida Zip Code: 32960 Telephone: (561) 567-8000, Ext. 289 _ Fax: (561) 770-5017 Email Address (if available): ircesnat(cDsunet.net 11. Application Prepared by: ❑Ms. MMr. ❑Mrs. First Name: Nathan Last Name: McCollum Title: Emergency Manaqement Coordinator - Telephone: 561 567=8000. Ext. 289 Fax: (561) 770-5017 12. Authorized Applicant Agent (proof of authorization authority required) ❑Ms. MMr. []Mrs. First Name: Douqlas _ Last Name: Wright _ Title:Director Telephone: (561) 567-8000 Ext. 225) Fax: 561 770-5017 Street Address: 1840 25" Street City: Vero Beach Stat FI_ orr ida _ Zip Code: 32960 Signature_ Date 13. All proposed projects should be included in the county's Local Mitigation Strategy (LMS), please attach a letter of endorsement for the project from the county's Local Mitigation Strategy Coordinator. (See endorsement attached). Page 3 of 15 • Section 1. History of Hazards / Damages !it the Area to be Protected A. overview of Past Damages Describe all past damages from hazardous events in the project area (include name of storm, if applicable), including direct and indirect costs. Include Presidentially declared disasters as well as events that did not result in a Presidential declaration. Attach any supporting documents. Direct costs should include damages to structures and Infrastructure in the project area as a result of the hazard. Indirect costs should include the cost to the local government to respond to victims of the hazard in the project area, any interruption to local businesses, and losses of public services (3 examples are provided for your reference). Date Freauencv of Event Damages ($) Indirect costs (describe) 9/13/99 Hurricane Floyd $950,000 in county damage $69,000 for evacuations and emergency preparations (10 year event) 10/14/99 Hurricane Irene $250,000 in county damage -0- (5-year event) Section H. Project Description A. Hazards to be Mitigated / Level of Protection 1. Select the type of hazards the proposed project will mitigate: ❑ Flood ® Wind 0 Storm surge ❑ Other (list) 2. Identify the type of proposed project: ❑ Elevation and retrofitting of residential or non-residential structure * Acquisition and relocation 13 Acquisition and demolition ® Wind retrofit 17 Minor drainage project that reduces localized flooding ❑ Other (please explain) 3. List the total number of persons that will be protected by the proposed project: 5.000 4. Fill in the level of protection and the magnitude of event the proposed project will mitigate. (e.g. 23 structures protected against the 100 -year (10/6) flood) structures protected against the -year Flood (10, 25, 50, 100, or 500 year) i structures protected against 145 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 50 years (i.e., what is the useful life of the project). Page 4 of 15 go 4b ® 11, Project Description, Scope of Work, and Protection Provided 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. Please attach a vendor's estimate and/or a contractor's bid for the scope of work. The County is currently experiencing a severe deficit of safe shelter spaces for our residents seeking shelter from hurricane events. The safe shelter spaces that currently exist only provide protection for wind speeds of up to 60 m.p.h. Retrofitting existing public shelters with a hardened window protection will reduce that shelter deficit and provide a safe haven for our evacuees for wind events of up to 145 m.p.h. Section III. 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. # Sebastian Elementary School 400 C.R. 512 Sebastian, FL 27° 48' 14"/080° 28' 35" 2. Is the project site seaward of the Coastal Construction Control Line (CCCL)? ❑ YES ® NO 3. 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. residential property businesses / commercial property public buildings X schools / hospitals / houses of worship other B. Flood Insurance Rate Map (FIRM) showing Project Site ® Attach a copy 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 http://www.fema.t!ovlhoiilefMSC/hardcopy.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) ❑ VE or V 1-30 ❑ AE or A 1-30 ❑ AO or AH ❑ A (no base flood elevation given) ❑ B or X (shaded) ® C or X (unshaded) ❑ Floodway D 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) ❑ If the FIRM Map for your area is not published, please attach a copy of the Flood Hazard Boundary Map (FHBM) for your area, e>ith the project site and structures clearly marked on the map Page 5 of 15 40 40 fmC. City or County Map with Project Site and Photographs • 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. ® Attach a USGS 1:24,000 topo map with project site clearty marked on the map. ❑ 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 ID numbers for each parcel, if possible. ® Attach photographs (2 copies each) for each project site. 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. Section IV. 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 Ouantit Cost ger Unit Cost SEE BELOW B. Labor (Include equipment costs --please indicate all "soft" or in-kind matches) Description Hours Rate Cost SEE BELOW I C. Fees Paid Include any other costs associated with the project. I Description o Task Hours Rate Cost I N/A Total Estimated Project Cost $ 27.300* *The estimated cost of this project includes all labor and materials based on an estimate provided by a professional and licensed project contractor. Estimates were not detailed with materials and labor, as is customary with projects or this type. Page 6 of 15 40 40 'D. Funding Sources (round figures to the nearest dollar) The maximum FEMA share for HMGP/F.4fA projects is 75%. The other 25% can be made tip 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 $20.475.00 - 75% of Total (maximum of 75% Non -Federal Share Estimated Local Share Estimated State Share $ -0- $ -0- $ 6,525.00 _ of Total (Cash) of Total (In-kind) 250/o of Total (Cash) % of Total (In-kind) Other Agency Share $ -0- % of Total (Identify Other Non -Federal Agency N/A 1 Total Funding sources from above $27.300.00 100 Total % (should equal 100%) Other Non -FEMA Federal Funds $ N/A (Do not include in total) (Identify Other Federal Agency N/A I E. Project Milestones List the major milestones in this project by providing an estimated time -line for the critical activities. Milestone Number ofDa stoY Complete e.g., Demolition of 6 structures and removal of debrisl4 days Provide adequate window protection for public wind shelter. 7 -days following award of contract Page 7 of 15 Section V. Environmental Review (NOTE: This application cannot be processed if this section is not completed.) Because the HMGP/FMA are federally funded programs, all projects are required to undergo an environmental review as part of the grant application process. Moreover, all projects must comply with the National Environmental Policy Act (NEPA) and associated Federal, State, Tribal, and Local statutes to obtain funding. NO WORK can be done prior to the NEPA review process. If work is done on your proposed project before the NEPA review is completed, it will NOT be eligible for Federal funding. A. National Environmental Policy Act (NEPA) Documents All projects must have adequate NEPA documentation that enables the FEMA Regional Environmental OJjicer to determine ifthe proposed project complies with NEPA and associated statutes. The FEMA Mitigation Division Environmental Specialists provide comprehensive NEPA technical assistance for States and Applicants, with their consent, to complete the NEPA review. The type and quantity of NEPA 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 NEPA compliance process. !f your project fits into one of the descriptions listed below: development of mitigation plans; inspection and monitoring activities; studies involving only staff time and funding; training activities using existing facilities; please include the following required NEPA documentation: ❑ Detailed project description, scope of work, and budget/costs (Section II (p. 3) and Section IV (p. 4)) For all other projects, attachlinclude the following NEPA documentsfinformation: ❑ Detailed project description, scope of work, and budget/costs (Section II (p. 3) and Section IV (p. 5) of this application) ❑ Project area maps (Section III, part A & B of this application (p. 4)). ❑ Project area/structure photographs (Section III, part C of this application (p. 4)). ❑ Project alternatives description and impacts (part B of this section of the application (pp. 7-9)). ❑ A letter from the State Historic Preservation Officer (SHPO) regarding cultural resources (archeological and historic) in the project area (NOTE: Please inform the SHPO if a structure to be altered is over 50 years old.) ❑ Provide any applicable information or documentation referenced on the "Information andDocumentationNeedsbyProject Type "chart (page 10 of this application) B. Alternative Actions The NEPA 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." No Action Alternative Discuss the impacts on the project area if no action is taken: If no action is taken, there will be a continued public safety threat to the citizens of Indian River County due to the current deficit of "safe" shelter space. Page 8 of 15 s i B. 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). b. Project Location of the Alternative (describe briefly) ❑ Attach a map or diagram showing the altemative site in relation to the proposed project site ❑ Photographs (2 copies) of alternative site c. Scope of Work for Alternative Project Page 9 of 15 s L_- = ® B. 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 Omand Cost Per Unit Cast 2. Labor (Include equipment costs -- please indicate all "soft' or in-kind matches) Deseriaiion Hours Rate Lug 3. Fees Paid Include any other costs associated with the project. Description of Task Hours Rate Cost Total Estimated Project Cost S -0- Page 10 of 15 ) 2 f0' C 2 �) \ k \E k #§ a I r } 0 \% { -g § bn $§ 7 )a § )\ ) ] k) \ "[ k )j \ |bUw bo / . \ n 2 ¥ \ .\ f0 m e > T j / }w )\§a } \ \k k\E ) , @§ ]f\0 / § ®n§/ §c - ¥3t ®0»� # §%#] �- 2§§$ }B)77) §\0 ]|\ate§ 5t ®kI \faf®§ I\)/ <»§;#� ]»f. Ri(< < » \ CL 40 • 10 = Section VI. Maintenance Agreement i4All applicants whose proposed project involves the retrofit or modification of existing public property or whose proposedproject would result in the public ownership or management of property, structures, or facilities, must J�st sign the following agreement prior to submitting their application to FEMA. (NOTE: Those applicants whose pro�'ect only involves the retro fitting, elevation, or other modification to private pro7�erty where the ownerslhip will remain private after project completion DO NOT have to complete tlhis form.) The County of Indian River, State of Florida, hereby agrees that 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 maintenance shall include, but not be limited to, such responsibilities as keeping vacant land clear of debris, garbage, and vermin; keeping stream channels, culverts, and storm drains clear of obstructions and i 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 law or regulation and which are in force on the date of project award. Signed by Fran B. Adams the duly authorized representative (printed or typed name of sJgning ofJ7ciat) Chairperson Board of County Commissioners - (title) this 7" (day) of November (month), 2000 (year). Signature* \— ' a.�o — KJ *Please note: The above signature must be by an individual with legal signing authorityfor the respective local government or county (e.g., the Chairperson, Board of County Commissioners or the County Manager, etc.) Paye 12 of 15 m 7 Paye 12 of 15 Benefit -Cost Wo rkshi e6 '9,64, Sheitefi' 1,Reb'Ofit PTCOjedf; (This Section MUST Be Completed) Page 13 of 15 Li7 40 ►i Hazard Miligation Grant Program Shelter Projects Only Benefit Cost Data Collection Form A. Project Information Complete A separate worksheet is required for each structure ✓ yes _ no Photographs of all elements of the building to be retrofitted _ yes ✓ no Engineer's certification for level of protection proposed yes ✓ no Attach completed LRDM Table and Survey Checklist ✓ yes — no B. Building Data Primary Host Shelter Select Building Type (Before Mitigation) 6,400 Lightly Engineered 4,740 Fully Engineered ✓ Refuge Building Site (Miles Inland) 3.5 6,400 Number of Stories above Grade 1 0 Construction Date 1984 Secondary Host Shelter Historic Building Controls N/A Disaster Number FEMA -1300 -DR -FL C. Building Size and Use Describe the normal day-to-day function of the facility: Public Education Total floor area 62.678 (sf) Area occupied by owner or Public/Non-profit Agencies 62,678 (sf) For the following, enter the square feet for the applicable Building Existing (SF) Area to be used Proposed (SF) Critical Facility 0 6,400 Host Shelter 4,740 4,740 Hurricane Evacuation Shelter (HES) 0 6,400 Primary Host Shelter 0 6,400 Recovery Shelter 4,740 4,740 Refuge 0 6,400 Risk Shelter 0 6,400 Secondary Host Shelter NIA N/A Other (attach explanation) D. Building Value Building Replacement Value $1 million Page 14 of 15 40 • E. Building Contents Contents description: Educational materials _ Total Value of Contents: Fair market value F. Value of Public Non -Profit Service G. Mitigation Project Data Project Description : Placement of window shutters in order to elirninate or significantly reduce the deficit of "safe" shelter space in Indian River County. Project Useful Life (Years): 50 Mitigation Project Costs: $27,300 Base Year of Costs: $27,300 Annual Maintenance Costs ($/year) -0- Notes and Additional Information: Page 15 of 15 Existing Proposed Description of Services Provided Public Education Public Education/Safe Shelter Space for the Public Number of Persons Served by Facility 873 452 or Capacity Average Cost to Operate Facility N/A N/A ($/day) --- -- - — — Post -Disaster Continuity Premium N/A N/A ($/day) G. Mitigation Project Data Project Description : Placement of window shutters in order to elirninate or significantly reduce the deficit of "safe" shelter space in Indian River County. Project Useful Life (Years): 50 Mitigation Project Costs: $27,300 Base Year of Costs: $27,300 Annual Maintenance Costs ($/year) -0- Notes and Additional Information: Page 15 of 15 O O ',. wao yp .- Indian River County f y Board of County Commissioners �A% f 614 `'� �.�`' Department of Emergency Services �oFkcr SSP - 1840 25th Street, Vero Beach, Florida 32960 September 25, 2000 Hank Erikson Florida Department of Community Affairs Division of Emergency Management 2555 Shumard Oak Boulevard Tallahassee, FL 32399-2100 RE: LMS ENDORSEMENT SHELTER RETROFIT PROJECTS Dear Mr. Erikson: As Chairman of the Indian River County Local Mitigation Strategy Working Group, I would like to offer my support to the submission of Hazard Mitigation Grant Program Applications for Shelter Retrofit Projects for Indian River County. As a result of implementing an approved project prioritization methodology, a list of ranked projects was generated and approved by the Indian River County LMS Working Group at its August 18, 1999 meeting. The LMS was formally adopted by Resolution of the Board of County Commissioners on November 16, 1999. One of the approved projects was to seek funding for retrofits to the county's public schools, which serve as public shelters, to reduce vulnerability to winds and flood damage, thereby reducing the county's safe shelter deficit. If you have any questions, please don't hesitate to call me. Sincerely, Douglas ght, Director Chairman, LMS Working Group cc: Nathan McCollum, Emergency Management Coordinator Division of Division of Division of Division of Emergency Medical Animal Control Fire Services Emergency Management Services 567-8000 562-2028 567.8000 S67-8000 Ext. 446 Ext. 444 Ext. 217 Sl1NCOM 124-1444 FAX 6611 567-9323 a Ulm IrML IIllllllillllllllF�A7i0NAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 76 OF 169 1 ils CONTAINS: COMMUNITY NUMBER PANEL SUFFIX SEBASTIAN, CITY OF 120123 0076 E UNINCORPORATED AREAS 120119 0076 E I III - PANEL LOCATION 1 i MAP NUMBER, 1206100076 E EFFECTIVE DATE: MAY 4, 1989 Federal Emergency Management Agency i .40 ZONE 115 ) �v INE X A ZONE X City of Sebastian [zoos T ZONE X {/f r ' ZON A / \ tlfF O „ZONE X---r--- A ZONE X ZONEA, ---1 do L�l 0 U) to 40 Wo FINAL REPORT EXECUTIVE SUMMARY SHELTER EVALUATIONS for THE STATE OF FLORIDA ID No.: 212 Survey Date: December 3,1998 Facility Name: Sebastian Elementary ( Building 900) Address: 400 County Road 512, 32958 Coordinates: Latitude: N27048'14" oglo6 Longitude: W 80°2835" Discussion: Sebastian Elementary School is located on County Road 512 approximately 1/2 mile west of U.S. 1. Under the direction of the Indian River Department of Emergency Management, Building 900 was evaluated as a possible hurricane evacuation shelter. Flood and Hazmat Considerations: The buildings and access roads are located outside the Catagory 5 storm surge inundation zone, as determined by the latest edition of SLOSH. The buildings and their roads are also outside of the 500 year flood plain (Zone X) as determined by Panel 76 of 169 of Flood Insurance Rate Map # 12061 C0076 E with an effective date of May 4, 1989. The structures surveyed are within the Vulnerability Zone of two Section 302 facilities that have a low release potential in a hurricane event. Wind and Wind -Related Considerations: The northern exposure's topography is flat, heavily wooded with a playing field separating the school and wooded area. Noted in the vicinity was unsecured playground equipment. The southern exposure topography was flat, mostly residential with a retention pond and an unsecured mobile home present. Eastern exposure is comprised of heavily wooded, flat topography with unsecured playground equipment. Some tall trees were also present which could be construed as a minimal lay -down hazard. The western 0 0 0 portion of the campus is mostly flat with a lightly wooded area and contained one portable classroom, also noted were light poles with hazardous proximity to the building. Building Characteristics: A partial set of structural and architectural plans for this facility was provided for evaluation. A clearly defined continuous load path from foundation to roof is present. Upon site inspection and review of structural plans it was evident that the buildings' exterior walls are constructed of fully reinforced masonry and have no softspot areas. The plans called for an 8" CMU with a 4" brick veneer wall construction. 5" pipe columns (standard weight) were employed extending from the concrete, steel reinforced footers to top of walls. 36" steel truss girders (48" c/c) are attached to bearing points with two 1/4" full development fillet welds. The roof is flat with a 3' overhang and decked with standard corrugated metal decking, 4" lightweight concrete, and a modified bitumen roof covering. Roof design load (dead load plus live load) is calculated to be 52 pounds per square foot. The roof span exceeds 40 feet. No evidence of ponding or degradation was present on the roof. All drains were clear and free of debris. Windows, of an unknown glass type, comprised lessthan 7% of total exterior wall space. No shuttering/protective system was in place for either windows or exterior doors. The stringency ranking of the model building code used during the year of the buildings design (1997) according to the State of Florida Hurricane Shelter Evaluation Guidelines is a 2 on a scale of 04, the most stringent being 4. The building was in good condition with no visible signs of damage. Life Safety/Emergency Power: At the time of survey, the building conformed to fire codes. There was an emergency power supply generator on site which powers exit lights, freezers and emergency lighting. Conclusions: When analyzed using the criteria outlined in the ARC 4496 Least -Risk Decision Making Guideline Compliance Summary, Sebastian Elementary School was found to have characteristics which fall under the categories of preferred, marginal and non-compliant. Preferred characteristics of this facility include: • The building and its access road are located outside the Category 5 storm surge innundation. • The building and its access road are located outside the 500 -year floodplain (Zone X). • A clearly defined, continuous loadpath from roof to foundation is present. • The building is in good condition with no apparent signs of deterioration. • The building's exterior walls are constructed of fully reinforced masonry. • No evidence of degradation is present on roof. • An Emergency Standby Power Generator exists on site. • 1997 wind parameters used in design. 7 4i® Marginal characteristics of this facility include: • There is limited exposure to large and small wind-borne debris. • The building has a flat, lightweight roof system. • The building is within the Vulnerability Zone of two Section 302 facilities but has low release potential. Non-compliant characteristic of this facility include: • Several hazards within lay -down range of building. • The building has unprotected windows and doors that lead into shelter areas. The building's roof exceeds a 40 foot span Retrofit Recommendation: Major • Have a structural engineer evaluate roof system to determine modifications required to resist uplift and bending forces. Roof span exceeds 40 feet. • Install shutters or other protective systems on unprotected systems windows to exterior doors to meet the SBC Standard SSTD 12-94 of Dade County version of the South Florida Building Code (Section 2314.1, 2314.5 and 1-2314.4). Minor (Please note that while these minor retrofit recommendations will enhance the integrity of shelter space evaluated they will not increase potential usable shelter square footage.) • Remove potential lay -down hazards. • Remove potential debris hazards. BulI,DING BtiILD ING FLOOR AREA USABLE USABLI Sfdmi R I�C1Iv1iiCR (SQUARE FEET) POTENTIA1, (A.RC444a adr��ili Ilt)S`I'/I /i)74- k 111.1.13.1t Y i oOTPRINT SHVIAlit AREA AS XS A AREA FT R ) MI / BUILDING 900 9040 9040 N/A 0 0 9040 SUIITO"I'ALS: TOTALS: N/A 0 0 9040 3 0 0 n Access ID 11211 Least -Risk Decision Making: ARC 4496 Guideline Compliance Summary Survey Date:ee mber 3. 191M County: Indian River Facility Name: Sebastian EI, ementaa Address: 400 County Road 512 (900 Building) City: Sebastian State: FL Zip Codc: 32958 Coordinates: Latitude: N 27° 48'14" Longitude: W 80°28'35" CRITERIA PREFERRED MARGINAL NON- COMPLIANT 1. Storm Surge The buildings and thier Inundation access road are located outside the Category 5 storm surge inundation zone, as determined by the latest edition of SLOSH 2. Rainfall Flooding / The buildings and thier Dam Considerations access road are located outside the 500 -year floodplain (Zone X) as determined by the latest edition of FIRM 3. Hazmat and Building is within the Nuclear Power Plant Vulnerability Zone of Considerations two Section 301 facilities that have n !ow release potential in a hurricane event 4. Lay -down Hazard Several rnedium-size Exposure trees are within lay - down range of the structure but present minimal hazard 5. Wind and Debris There is excessive Exposure exposure to large and small wind-borne debris within 300 feet of facility 40 J 40 access 1D # 211 CRITERIA PREFERRED MARGINAL NON- COMPLIANT 6. Wind Design Building was designed in Verification 1997 and has no obvious wind designJlaws. 7. Construction Type A clearly defined and / Loadpath continuous loadpath from Verification roof to foundation is present 8. Building Condition The buildings are in good condition with no apparent signs of deterioration 9. Exterior Wall The buildings' exterior Construction walls are constructed of fully reinforced masonry and have no softspot areas. 10. Fenestrations / Uunprotected windows Window Protection and door panels; doors are metal security type; direct exposure to shelter area; less than 15% window area 11. Roof Construction The building has a flat, ( Roof Slope lightweight roof with engineered mechanical connections to structures below 12. Roof Open Span The buildings have a roof system with distances between vertical supports that are greater than 40 feet 13. Roof Drainage / Minimal evidence of Ponding ponding is present on roof 14. Interior Safe N/A Space G 40 A6 CRITERIA PREFERRED MARGINAL, 15. Life Safety/ An Emergency Standby Power Generator exists Emergency Power onsite. ta(icized items revised 6112100 at request of Indian River County. Access 1D # 211 NON- COMPLIANT 40 E71 AMERICAN RED CROSS PRIMARY SHELTERS Feltsmere Elementary School * V.B.H.S. Freshman Learning Center Z3�y�� ;fir 250 50 North Cypress Street 1507 19th Street Fellsmere, Florida 32948 Vero Beach; Florida 32960 Phone 561-571-0110 Phone 561-562-6242 27° 46' 11-/0800 36' 15" 270 38' 10"/0800 24' 09" %1 Soo Sebastian Elementary School -Z 8$ p Gifford Middle School 2726 45th Street 400 County Road 512 Gifford, Florida 32967 Sebastian, Florida 32958 Phone 561-589-2835 Phone 561-562 5429 270 48' 14"/0800 28' 35" 270 40' 30"/0800 24' 46" ZoD Glendale Elementary School 3q Zoo Highlands Elementary School Street 4940 8th Street 500 20th Vero Beach, Florida 32962 Vero Beach, Florida 32960 Phone 561-778-1622,' Phone 561-778-4687 270 39' 06"/0800 26' 13" 2-7° 34' 02."/080° 23' 01" yj,�- Sebastian Rvr Mid. Jr. Hi. School (i, (000 Pelican Island Elementary School 9400 County Road 512 1355 Schumann Drive Sebastian, Florida 32958 Sebastian, Florida 32958 Phone 561-589-5425 Phone 561-589-8994 270 46' 09"/0800 31' 01" 270 45' 46"/0800 27' 50" J.A. Thompson Elementary School each S High School AO,too 17076 1110 18th Avenue, S.W. 6th Steeetr Vero Beach, Florida 32960 Vero Beach, Florida 32962 561-589-8994 Phone 561-778-7000 Phone 27° 46' 09"/080° 31' 01" 270 37' 52"/0800 24' 16" Z3,,ZS'Oslo Middle School 480 20th Avenue SWf`17�b g)12k-L 2 - Vero Beach, Florida 32962 ---=S Phone 561-564-3980 C'YL'�1 D 270 35' 42"/080° 24' 18" !©%raL X01000