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HomeMy WebLinkAbout2000-337ICA 40 State of Florida Hazard Mitigation Grant Program for ap- 33 9.1- : Applicatio, Shelter Retrofit Projects Department of'Communify Affairs Division of Evnergency Management Bureau nf`Recovery & Mitigation (350) 410-3159 40 40 4D STA TE OF FLCIRIUA HAZARD MITIGATION GRANT PROGRAM (IIMGP) FLOOD MITIGATION ASSISTANCE (FMA) Application FOR STATE USE ONLY FEMA- -DR-FL Q Standard HMGP G 5% Initiative Application Q Application Comptete 0 Standard FMA ❑ Initial Submission or 0 Resubmission Support Documents Eligible Applicant Project Types) ❑ Conforms with State 409 Plan 0 Slate or Local Govern mant 0 Wind * In Declared Area o Privale Mon -Profit (Tax 1D Received) ❑ Flood * Statewide i3Recognized Indian Tripe or Tribal Organization ❑ Other Community NFIP Status: (Check an Mal BOY) * Participating Community ID #: * In Good Standing o Nan -Participating Q CRS State Application 10 State Reviewer Reviewer Phone 0 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 • • nmA. To Fill 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: pp. 7-10: All Applicants must complete these sections Ma in ton once Agreern ent: p. 11: Any applications involving public property, public ownership, or management of property Acquisition Worksheef: pp.12-14: Acquisition Projects only -- one worksheet per structure Etevation Worksheet: pp.15-19: Efevalion Projects only-- one worksheet per structure Drainage Worksheet: p. 20: Drainage Projects only Wind Re fro fit Worksheet: pp. 21-22: Wind retrofit projects only (HMGP only) — one worksheet per structure Atfachmon( A. FEMA Form 90.49 (Request for Public Assistance): All Applicants must complete, if applicable. Attachment B: HMGPIFMA Application Completeness Checklist: All applicants are recommended to complete this checklist B. Applicant information };EWU-1300-DR-FL Disaster name: Hurricane 17o�^d Title 1 Brief Descriptive Project Summary: Shelter retrofits to increase the county's shelter capacity. 1.Applicant (Organization): Indian River,Countv De artment of Emerciency Services 2, Applicant Type: ® 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, FtPS 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 6. NFIP Community Rating System Class Number: 7 9. Attach proof of current Flood Insurance Policy (FMA only). Flood Insurance Policy Number: NIA 10. Point of Contact DMS. NMr. ❑Mrs. First Name: Nathan Last Name: MCColltlerl Title: Emeqgency EmergencyManagement Coordinator Street Address: 1840 25`" Street City: Vero Beach State: Florida Zip Code: 32960 Telephone: (561) 567-8000, Ext. 289 Fax: -(5611770-5017 Email Address (if available): ircesnatAsunet net 11. Application Prepared by: ❑Ms. ®Mr. ❑Mrs. First Name: Nathan Last. Name: McCollum Title: Emergency Management Coordinator Telephone: (561)567-8004 Ext. 289 Fax: 1561 1 770-5017 12. Authorizod Applicant Agent (proof of authorization authority required) ❑Ms. NMr. ❑Mrs. First Name: Douglas Last Name: Wright Title: Director Telephone; (561) 567-8000. Ext. 225) _ Fax: (561 ) 770-5017 Street Andress: 1840 26' Street City; Vero f3each State: Florida Zip Code: 32960 Signature IIrL Data 13. Ali proposed projects should be eluded 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. (Son endorsement attached). Page 3 of 15 r C> Section i, History of Hazards f Damages in the Area to be Protected A. Overview of Post Damages Describe aft past damages from hazardous events in the project area (include name of storm, if applicable), including direct and indirect costs. Include Presidentiatly 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 Frequency of Event Damages {$j Indirect casts (describe) 9113199 Hurricane Floyd $950,000 in county damage $69,000 for evaeaatiuns and emergency preparations (10 year event) 10114199 Hurricane Irene $250,000 in county damage -0- (5-Year event) Section 11. Project Description A. Hazards to be Mitigated 1 Level of Protection I. Select the type of hazards the proposed project will mitigate: O Flood ® Wind ❑ Swim surge ❑ Other (list) 2. Identify the type of proposed project: d Elevation and retrofitting of residential or non-residential structure ❑ Acquisition and relocation 0 Acquisition and demolition * Wind retrofit ❑ 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: 5.000 4. Fill in the level of protection and the magnitude ofevent the proposed project will mitigate. (e.g. 23 structures protected against the 100 -year (I%) flood) structures protected against the -year Flood (10, 25.50. too, or 500 year) I structures protected against 145 mile per hour (mph) winds S. Engineeredprojects only (e.g. Drainage Improvements), include (attach to this page) ALL engineering calculations and design plans used to detennine the above level of protection. G. Project will provide protection against the hazard(s) above for 50 years (i.e., what is the useful life of the project). Targe 4 of 15 C_3 40 0, project Description, Scope of Work, and protection Provided Describe, in detail, the existing problem, the proposed project, and rite scope oCrvork, lixplain know the Propose([ project will setae 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 111, 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 systetn (GPS) unit or the equivalent. • 'Sebastian River Middle School 9404 C.R. 512 Sebastian, FL 27° 46091V080' 31'01" 2. is the project site seaward of the Coastal Construction Control line (CCCL)7 D 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 1 commercial property public buildings X schools I hospitals I houses of worship other B. Hood Insurance Rate Map (FIRM) showing Project Site Atlach a copy of the FIRM map, a copy of the panel information from the FIRM, and, ifavaiiable, the Roodway Map. I'IRM maps are required far this appllcatlnn (if published for your area). Also, all arfached Wraps "rust have the project site and structures clearly marked on the map. FIRM 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 I°1RMs, contact your local agencies or visit the FIRM site on the FEMA Web -page at hti r.1/wwrv,fema. ovlitomelMSClitardeo .lttrn 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) Q VT; or V 1-30 El AE or A l-30 El AQ or Ali 0 A (no base flood elevation given) 0 I3 or X (shaded) 0 C or X (unshaded) l7 Floodway Q Coastal Barrier Resource Act (CBRA) Zone (Federal regulations strictly limil federal funding for projects in this Zone; please coordinate with your state agency before submitting an application for a OBRA Zone project) Gr If the FIRM Map for your area is not published, please utlach a copy of the ['load Ifaxard Boundary Map (FlIBM) for your area, with lite pec jecl site and structures clearly "narked on lite Wrap Page 5 4f 15 40 C. 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 clearly marked on the map. L7 For acquisition or elevation projects, include copy of Parcel Map (Tax Map, Property Identification Map, etc.) showing each property to be acquired. 7ntc map should include the Tax II] numbers for each parcel, if possible. Attacks 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 Rens Dintenslotr trrrttlrr Con per Unit Cost SEE BE, LOW B. Labor (Include equipment costs -- please indicate all "soft" or in-kind matches) De$c_riplion Hours Rate Cost SEE BELOW C. Fees Paid Include any other costs associated with the project. peen )tl©n o T ask flours !fate Cost NIA Total Estimated Project Cost $23.435* *Thc 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 oF this type. Page 6 of 15 40 0. Funding Sources (round figures to the nearest [Lollar) The maximrtae FEMA share far HAfGP/FMA projects is 75%, 'I'ltc other 25% can be matte up of Slate 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 (lie total project costs. HMOP&MA funds may be packaged with other Federal funds, but other federal funds (except for Federal finds which lose their Federal identity at the State level -- such as CDBG, ARS, HOW) may not be used for the State or Local match. Estimated FEMA Share $ 17.576.25 75% of Total (maximum of 75%) Nan -Federal Share Estimated Local Share 0- % of Total (Cash) g _o_ °/o of Total (In-kind) Estimated State Shave $5.858.75 25% of'rotal (Cash) S _0- % of Total (In-kind) Other Agency Share $ 4- _ �%u of Total (ldenlify Other Non -Federal Agency NIA _ Total Funding sources frons above $23,435 100 __Total % (should equal 100%) other Non -FEMA Federal Fends $ NIA (Do not include in total) (Identify other Federal Agency NIA E. Project Milestones List the major milestones in this project by providing an estimated time -line for the critical activities. Milestone e.g., Demolition of G structures and removal of debnsl4 days Provide adequate window protection for public wind shelter. Number of bays to Collin 7 -Jays followhip award of Contract Pacle 7 of 15 11111111 Section V. Environmental Review (NOTE: This application carttiorbe processed ifthis section is not completed.) Because the IIMGPIFMA are federally funded programs, all projects are required to undergo an environmental review as part of lire grant application process. Moreover, all projects must comply with the Nacional lasvirottmental Policy Act (NEPA) and associated Tederal, 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 Alf projectsmusshave adequaleNEPA documentation Haat crta&les the FEMA Regiortall:'arviro+rrnerttal ©fffcerto detertnitte ifthe proposed project complies with NEPA and associated statutes. The FEMA Mitigation Division Environmental Specialists provide comprehensive NEPA Technical assistance for Stales and Applicants, tvilb tbefr conseurl, to complete the NF,PA review. The type and quantify of NEPA documents required to make this determination varies depending upon the project's seize, location, nerd complexity. However, at a mininnan, please provide the applicable documentation from this section to facilitate ibe NEPA compliance process. if your project fits Into one of Ilse 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: IJ Detailed project description, scope of work, and budget/costs (Section II (p. 3) and Section IV (p. 4)) For all other project's, artachrnclnde the following NEPA docrintentsIefnformation. 11 Detailed project description, scope of work, and budget1costs (Section II (p. 3) and Section IV (p. 5) of this application) Q Project area maps (Section III, part A & B of this application (p. 4)). * Project arealstniciure photographs (Section 111, part C of this application (p. 4)). * Project alternatives description and impacts (part B of this section of the application (pp. 7-9)). 0 A letter from etre State Historic Preservation Officer (SHPO) regarding cultural resources (archeological and historic) in the project arca (NO'T'E: Please inform the SIIPO ifa sintcture to be altered is over 50 years old.) 0 Provide. any applicabic information or documentation referenced on the "Information andDocumentation Needshj, Project Tppe" chart (page 10 of this application) R. Alternative Actions The NEPA process requires that at least two alternative actions be considered that address the sante problemiissuc 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 lite current deficit of"safe" shelter space. Page 8 of 15 40 • ll',. Alternative Actions (contintteti) 2. Other Feasible Alternative Discuss a feasible alternative to die proposed project. 'Ibis 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 problern(s) andlor provide protection from the hazard(s). b. Project Location of the Alternative (describe briefly) Cl Attach a map or diagram showing the alternative site in relation to the proposed project site o 'Photographs (2 copies) of alternative site c. Scope of Work for Alternative Project Page 9 of 15 9. Alternative Actions (continued) d. Impacts of Alternative Project Below, discuss the impact of (his alternative on the project area. Include comments on these issues as appropriate: Environmental Justice, Endangered Species, Wetlands, Hydrology (Upstream and Downstream surface water Impacts), Floodplaini 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 [lie nearest dollar). 1. Materials Item Dimension Ouanti Costner [hair Cosa 2. Gabor (include equipment costs --pica se indicate all "soft" or in-kind matches) (7escripliorr, flr�rrr:s Rafe Cost 3. Fees Pald Include any other costs associated with the project. Descrip$ion of Task Hours &nae Cos$ 'i'al21 Estimated Project Cost S -0- Page 10 of 15 0 40 40 do LO u q) ca Vs 4u !Ll Z5 O -5 E 10 2 >. 7 - In F4 - z 21 Vs 4u 4W 40= Section V1. Maintenance Agreement All applicants whose proposed project involves the retrofit or modification of existing public property or whoseproposed roject uvortld resrtll in tie epre blic aPvnership or inanagbemenI ?f properly, structures, or facilities, atustysl sign he jollo$t+ing agreen,ent prior to subinitting their application to I,EMA. (NOTE: Those applicants whoseproject only involves the retrofitting, elevation, or other nrodificatian to private propperly where the mvnership will remain private after project completion DO NOT have to complete this form.) The Coun of Indian River, State of Florida, hereby agrees that if it receives any Federal aid as a result of tlue 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 debrisankeepingarbage, and ven-nin; free of debt dstream ebris, trees, trees,woody growth. tand wand storm sa'sns clear of obstructions and debris,nd keeping detention ponds The purpose of this agreement is to make clear the 5ubgrantee'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 (late of project award. Signed by Fran l3. Adams the duly authorized rcpresentattve (painted or typed name ofsishing ofciat) Chaff erson Doard of fount Camrnissioners (title) this 7`, (day) of November (month), 2000 (year). Signature*_�9 jivt *Please note; The above signature must be by ate individual with legal signing authority for the respective local government or county (e.g., the Chairperson, Board of County Commissioners or the CortntyManager, etc.) Paye 12 of 15 Benefit -Cost Worksheet for Shelter Retrofit Projects (This Section MUST Ile Completed) Page 13 of 15 i f 40 flazard Mitigation Grant Program Shelter Projects Only Benefit Cost i)ata C'ollecilon Form A. Project Information Complete A separate worksheet is required for each structure J yes_ no Photographs of ail elements of the building to be retrofitted yes J no Engineer's certification far level of protection proposed yes ,I na Attach completed LRDM Table and Survey Checklist ✓ yes _ Iter B. Bultding Data Select Building Type (Before Mitigation) Lightly Engineered Fully Engineered we Building Site (Mlles Inland) 7 Number of 'Stories alcove Grade 1 Construction Date 1975 Historic Building Controls 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 121.557 (sf) Area occupied by owner or FubliclNon-profit Agencies 121.557_ _Of) For the following, enter the square feet for the applicable Building Existing (SF) Area to be used Proposed (SF) Critical Facility 0 17.100 Host Shelter 14,280 14,280 Hurricane Evacuation Shelter (HES) 0 17,100 Primary host Shelter 0 17,100 Recovery Shelter 14,280 14,280 Refuge 0 17,100 Risk Shelter 0 17,100 Secondary Host Shelter NIA NIA Other (attach explanation) D. wilding Value Building Replacement Value $9 million Page 14 of 15 E-1 40 40 = E. Building Contents Contents description; Educational materials Total Value of Contents: Fair market Value F. Value of Public Non -Profit Service [7Description of Services Provided Existing Public Education Proposed Public Education/Safe Shelter Space for the Public Number of Persons Served 4Facility 1,491 855 orAverage Cost to OperaNIA NIA ($/day) Post -Disaster Continuity Premium NIA NIA ($/day) G. Mitigation Project. Data Project Description : Placement of window shutters in order to eliminate or si niktl reduce the deficit of "SafqLshelter space in Indian River County. Project Useful Life (Years): 50 Mitigation Project Costs: $23.435 Base Year of Costs: $23.435 Annual Maintenance Costs ($/year) -0- Notes and Additional Information: Page 15 of 15 40 i C-1 %- 4tcr► 9p Indian River County Board of County Commissioners Department of Emergency Services 1840251h 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 ight, Director Chairman, LMS Working Group cc: Nathan McCollum, Emergency Management Coordinator Division of Division of Division of fnkvfgency Medical Animal Coatfol fire Services servires 567.9000 562.2028 567.8004 Ext. 446 f xt. 217 sutvcnM 224-1444 (AX (5611 567.9121 Division of trrsergency Management 567.9000 VAL 444 4 40 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 18 OF 169 CONTAINS. COMMUNITY NUMBER PANEL SUFFIX SEBASTIAN, CITY Of 120123 0076 E UNIKORPORATEO AREAS 120119 0479 E PANEL LOCATION MAP NUMBER: 12061CO078 E EFFECTIVE DATE: MAY 4, 1989 F eder�li Emergency Managarnent Agency ob 40 ob • a n ' - � � s • _ 3 -• +! Mb 40 0 0 U) la) V Tdd 0 O O N e-1 40 FINAL REPORT EHC'UTIYF SUMMARY SHELTER EVALUATIONS for THE S'T'ATE OF FLORIDA ID No.: 213 Survey hate: December 3, 1998 Facility Name: Sebastian River Middle School. Address: 9400 County Road 512 Coordinates: Latitude: N2746'09" Longitude: W80031'01" Discussion: Sebastian River Middle School is located on County Road 512 approximately 1 and 1/2 miles east of [-95. Under the direction of the Indian River Department of Emergency Management, the entire structure, classrooms, cafeteria and hallway areas of this school were evaluated as a possible hurricane evacuation shelter. The only exclusion area was the gymnasium. Flood and Ilazmat Considerations: The building and access roads are located outside the Catalory 5 storm surge inundation zone, as determined by the latest edition of SLOS13. The building and it's roads are also outside of the 500 year flood plain (Zone X) as determined by Panel 78 0£ 169 of Flood Insurance Rate Map 1112061 C0078 E with an effective date of May 4, 1999. The campus has a site elevation averaging 20 feet above mean sea level with a finished floor elevation for the structure of 22.5 feet. 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-Rclated Considerations: The northern exposure`s topography is flat, heavily wooded with a playing field separating the school and wooded area. Southern exposure is compris=d of lightly wooded, flat topography with what appears to be 40 an excavated portion for drainage retention though no ponding was present at the time of survey. Eastern and western exposures are described as flat, heavily wooded and rural with fields separating the structure and wooded areas, lour portable classrooms are located on (lie eastern portion. Minor laydown hazards were noted on the east side in the form of a water tower with tall (ices and telephone poles on the western portion of the site. Building Characteristics: A partial set of structural and architectural pians 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 fu11y reinforced masonry and have no softspot areas. The plans called for an 8" CMU, 5" pipe columns (standard weight) were employed extending from the concrete, steel reinforced footers to top of a continuous 11 518' steel reinforced bondbeam. Steel truss girders (48" cle) are attached to bearing points with two 114" full development fillet welds. The roof is flat with a 3' overhang and decked with standard corrugated metal decking, 2" rigid insulation, 2" lightweight insulating fill with a modified bitumen roof covering completing the system. 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 less than 14% 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 (1476) according to the State of Florida Hurricane Sheller Evaluation Guidelines is a I on a scale of 0-4, the most stringent being 4. The building provides no interior safe space, as corridor walls appear to be non-structural, but overall, 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 (85 kw) with a 1600 gallon LP gas fuel lank which powers safety lights, exist lights, freezers, fire alarms, emergency lighting and kitchen equipment. Conclusions: When analyzed using the criteria outlined in the ARC 4496 Least -Risk Decision Making Guideline Compliance Summary, Sebastian River Middle 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. • 'Che building and its access road are located outside the 504 -gear floodplain (Lone X). A clearly defined, continuous loadpath From roof to foundation is present. 40 • 40 • 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. Marginal characteristics of this facility includes • No verification of wind parameters used in design but no apparent flaws were noted. • The building has a flat, lightweight roof system. • The building is within the Vulnerability Zone of two Section 302 facilities but with low release potential. • The structure provides no interior safe space. 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: • 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 SSTs] 12-44 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. _aims. U011,I)IN.F1,0011AREAYfs�rsi.I xfslrr�rsi- lr�rl�t1,40ollEure��� ��f,�:!'# rlI. �rI :� €s�kz,r�sIFGIANT S ern o� 31i4Oi r t (2) ciAssRooM 76,000 76,000 NIA 0 0 76,000 BUILDINGS ijit NIA 0 0 76 0fl0 • 4W 4D Access 1D # 213 Least -Risk Decision Making: ARC 4496 Guideline Compliance Summary Survey Date: December 3 1999 County: Indian River Facility Name: Sebastian River Middle Address: 9400County Road 512 ( Classrooms) City: Sebastian Stnte: FI. ;dip Code: 32.958 Coordinates: Latitude: N 270 46'09" Longitude: W 80°31'01" CRITERIA PREFERRED MARGINAL NON- COMPLIANT 1. Storm Surge The building and its Inundation access road are located Vulnerability Zonae of one 5eenon 302 facility outside the Category 5 Consideratlous storm surge inundation zone, as determined by polennal ill a hurricane the latest edition of SLOSH 2. Rainfall Ftooding / The building and its Dant Considerations access road are located Exposure outside the 504 -year noodplain (Zone x) as hazard detennined by the latest 5. Wind and Debris edition of FIKM 3. Hazmat and Blith ing is avidin the Nuclear Power Plant Vulnerability Zonae of one 5eenon 302 facility Consideratlous (hal has a losr release polennal ill a hurricane C L'l""III 4. Lay -dawn Hazard Ietyjewsnlalll frees Mal Exposure J)resml a small Ifry-down hazard 5. Wind and Debris There is excessive exposure to large and Exposure oSUi C small wind-borne debris sources within 300 Feet or racility 6. Wind Design � No verification or wind Verllls9lt16C1. liaramciers used in design Building+vas designed in 1976 and has no obvious wind design [laws T. Construction Type A clearly defined and 1 L.oadpatla continuous loadpath from roof to foundation is Verificationroof 8. Building Condition The building is in good condition with no apparent signs of deterioration Access ID 4 21.3 9, Exterior Wall The building's exterior Construction walls are constructed or fully reinforced masonry and have no soRspot areas. 10. Fenestrations 1 Unprotected windows and door vision panels; Window Protection doors are metal security type; direct exposure to shelter area; less than 15% window area 11. Roof Construction 'rhe building has a flat, 1 Roof Slope lightweight roof wish engineered mechanical connections to support structures below. i 2. Roof Open Span The building has a roof system with distances between vertical supports that are greater than 40 feet 13, Roof Drainage/ No evidence or ponding is Pnndln present on roof 14. interior Safe Tlrestrucnrrrlrroride.s Space no inferior safe spvre Carrukr walls apl+car ro he non-structural. 15. I'm safety/ An Emergency Standby E.rnergeti Power Pos'''er f encrator exists on site nems rewied 6 121111 at ree nevi ojlrulran River Countr designed in 1976 and has no obvious wind desirgn flaws 7, Construction Type h clearly defined and I Loodpath continuous loadpath from roof to foundation is VeriflCation present 8. Building Condition The building is in good condition with no apparent signs of deterioration 9. Exterior Wall The building's exterior Construction walls are constructed of fully reinforced masonry and have no softspot areas. 10. Fenestrations/ Window Protection 11. hoof Construction The building has a flat, ( hoof Slope lightweight roof with engineered mechanical. connections to support .. structure$ below. . 12. ironft7pen Span 13. roof Drainage F No evidence orpondiThe Pontiin present on roar 14.. Interior Safe .Structure lrroVreles Space nlertor safe slxtee. rirlor walls ap Ixar ra mu-srrucrural. 15. Life Safety 1 An Emergency standby E merger Porwer Power Generator exists on site rrenrt rewwd 6 12 00 at reelru tf qr L1Jia+t River Count)- Access ID N 213 Unprotected windows and door vision pancls; doors are metal security type; direct exposure to sheher area; less than 15% window area The building has a roof system with distances between vertical supports that are greater than 40 feet 40 • M `'V . AMERICAN RED CROSS PRIMARY SHELTERS 6eAt?,&,69e11 cQ600 25d Fellsmere Elementary School 2 ,q65' V.B.H.S. Freshman Learning Center l 50 North Cypress Street 1507 19th Street Fellsmere, Florida 32948 Vera Beach; Florida 32960 Phone 561-571-4110 Phone 561-562-6242 270 46' 11"10800 36' 15" 270 38' 10'1(7800 24' 09" 7 Sr7 Sebastian Elementary School r 400 County Road 512 Sebastian, Florida 32958 Phone 561-589-2835 270 48' 14"10840 28' 35" f Gifford Middle School 2726 45th Street Gifford, Florida 32967 Phone 561-562-5429 270 40' 30"10840 24' 46" 81/1 7,oD Glendale Elementary School �Y l 7.0p Highlands Elementary School 4940 8th Street 500 24th Street Vero Beach, Florida 32964 Vero Beach, Florida 32962 Phone 561-778-4687 Phone 561-778.1622 270 39' 06"14800 26' 13" 270 34' 02"10800 23' 01" I, y,3S- Sebastian Rvr Mid. Jr. Iii. School (, lj (coo Pelican Island Elementary School 9440 County Road 512 1355 Schumann Drive Sebastian, Florida 32958 Sebastian, Florida 32958 Phone 561-589-8994 Phone 561-589-5425 2711 46' 09"!0800 31' 01" 270 45' 46"t0800 27' 50" a 1 + J.A. Thompson Elementary School �6�r 14o Vera Beach Senlor High School 1114 18th Avenue, S.W. 1707 16th 'Street Vero Beach, Florida 32962 Vero Beach, Florida 329607 Phone 561-589-8994 Phone 561-776-7000 2711 46' 09"10840 31' 01" 270 37' 52"10800 24' 16" 3,3 Z5' Oslo Middle School 484 20th Avenue SW Vero Beach, Florida 32962 Phone 561-564-3980 270 35' 42"18800 24' 18" To rA c - Il`107,G,7� A0 10 0 G 72 1310 --- 367-