{"id":334548,"date":"2024-10-19T23:19:42","date_gmt":"2024-10-19T23:19:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-2077mitigationassessmentteamreport-hurricanemichaelinflorida-2020\/"},"modified":"2024-10-25T22:18:05","modified_gmt":"2024-10-25T22:18:05","slug":"fema-p-2077mitigationassessmentteamreport-hurricanemichaelinflorida-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-2077mitigationassessmentteamreport-hurricanemichaelinflorida-2020\/","title":{"rendered":"FEMA P 2077MitigationAssessmentTeamReport HurricaneMichaelinFlorida 2020"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Front Cover <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Title Page <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Publication Notes <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Members of the Mitigation Assessment Team <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Executive Summary <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Mitigation Assessment Team Deployment <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Summary of Damage Observed by the MAT \n <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | MAT Recommendations <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Acronyms and Abbreviations <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 1.1 Organization of Report <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 1.2 Hurricane Michael: The Event <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 1.3 Hurricane Michael: The Impact <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 1.3.1\tCoastal Storm Surge Flooding <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 1.3.2\tRainfall <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 1.3.3\tWind <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 1.3.4\tTornadoes <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 1.4 The FEMA Mitigation Assessment Team <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 1.4.1\tTeam Composition 1.4.2\tInvolvement of State and Local Agencies 1.4.3\tPre-MAT Deployment and Site Selection <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 1.4.4\tHurricane Michael MAT Deployment and Mission <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 1.4.5\tRole of Regional Response Coordination Center <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 2. Building Codes, Standards, and Regulations <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 2.1\tBuilding Codes in Florida <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 2.1.1\tFlorida Building Commission <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 2.1.2\tLocal Amendments 2.1.3\tBuilding Department Administration <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 2.2\tFloodplain Management in Florida <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 2.2.1\tHistory of Flood Provisions in the Florida Building Code <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 2.2.2\tFlood Provisions in the Florida Building Code <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 2.2.3\tLocal Amendments to the Flood Provisions of the FBC <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 2.2.4\tFloodplain Management Ordinances Coordinated with the FBC <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 2.3\tWind Provisions of the Florida Building Code <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 2.3.1\tWind Loads and Wind Design in the FBC <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 2.3.2\tFlorida-Specific Amendments for Wind and Water Intrusion <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 2.4\tState Emergency Shelter Operations in Florida 2.4.1\tState Emergency Shelter Mandate 2.4.2\tEnhanced Hurricane Protection Areas in the Florida Building Code <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 2.4.3\tState Emergency Shelter Plan Options: EHPA or Retrofit <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | 3. Coastal Flood-Related Observations <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 3.1\tGeneral Observations by County 3.1.1\tBay County <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 3.1.1.1\tPanama City Beach and City of Callaway <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 3.1.1.2\tMexico Beach <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 3.1.2\tGulf County <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 3.1.2.1\tBeacon Hill <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 3.1.2.2\tPort St. Joe <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | 3.1.2.3\tBarrier Spit \/ Cape San Blas <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | 3.1.3\tFranklin County 3.1.3.1\tApalachicola <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 3.1.3.2\tSt. George Island <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 3.1.4\tWakulla County 3.1.4.1\tShell Point <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 3.2\tComparison of Lowest Floor Elevation across Structures <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 3.2.1\tResistance to Buoyancy Load (Flotation) <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 3.2.2\tElevated Residences <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 3.2.3\tFreeboard in New Construction <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 3.2.4\tFreeboard in Building Additions <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 3.2.5\tElevation on Concrete Pile with Breakaway Wall 3.3\tPerformance of Concrete and Wooden Pile Foundations <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 3.3.1\tConcrete Pile Performance <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 3.3.2\tWooden Pile Performance <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 3.4\tObservations Pertaining to Floodplain Management Practices <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 3.4.1\tFlood Damage Data Analysis and Trends 3.4.1.1\tNFIP Claims Data Overview <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 3.4.1.2\tNFIP Claims Data by Community <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 3.4.1.3\tCommunity-Specific NFIP Claims Data <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 3.4.2\tImportance of Siting to Potential Damage <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 3.4.2.1\tBuilding Siting Within Parcel Boundaries <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 3.4.2.2\tDevelopment Proximity to Shoreline <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 4. Wind-Related Observations: Residential <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 4.1\tStructural Systems \/ Main Wind-Force Resisting Systems <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 4.1.1\tStructural Performance of Pre-FBC and Post-FBC Buildings <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 4.1.2\tStructural Failures of Post-FBC Buildings <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 4.2\tBuilding Envelope <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 4.2.1\tRoof Coverings <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 4.2.1.1\tAsphalt Shingles <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 4.2.1.2\tMetal Panel Roof Systems <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 4.2.1.3\tConcrete or Clay Roof Tile 4.2.1.4\tRoof Re-Covers (Roof-Overs) and FBC Mitigation Requirements <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | 4.2.1.5\tRoof Underlayment <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | 4.2.2\tSoffits 4.2.2.1\tSoffit Installation <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | 4.2.2.2\tExamples of Soffit Failures <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 4.2.3\tExterior Wall Coverings 4.2.3.1\tVinyl Siding <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 4.2.3.2\tFiber-Cement Siding <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | 4.2.4\tWindows and Doors <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | 4.2.4.1\tGlazed Openings <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | 4.2.4.2\tSectional (Garage) Doors <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | 5. Wind-Related Observations: Non-Residential <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | 5.1\tWind Retrofit Performance <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | 5.1.1\tPanama City Police Department <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 5.1.2\tUniversity of Florida Institute of Food and Agricultural Sciences Bay County Extension <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | 5.1.3\tTom P. Haney Technical Center <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | 5.2\tBuilding Performance by Building Use 5.2.1\tCommercial 5.2.1.1\tDollar General <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | 5.2.1.2\tShopping Center <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | 5.2.1.3\tCondominium No. 1 <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | 5.2.1.4\tBay County Tax Collector Office <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | 5.2.1.5\tCondominium No. 2 <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | 5.2.1.6\tBank <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | 5.2.1.7\tOffice Building <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 5.2.2\tCritical Facilities \u2013 Emergency Operations Centers 5.2.2.1\tBay County Emergency Operations Center and Gulf Coast State College Public Safety Building <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | 5.2.2.2\tJackson County Emergency Operations Center <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | 5.2.3\tCritical Facilities \u2013 Hurricane Evacuation Shelters <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | 5.2.3.1\tBlountstown High School <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | 5.2.3.2\tAltha Public School <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | 5.2.3.3\tRutherford High School <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | 5.2.3.4\tMerritt Brown Middle School <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 5.2.4\tCritical Facilities \u2013 First Responder Facilities 5.2.4.1\tLynn Haven Police Administration <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | 5.2.5\tCritical Facilities \u2013 Hospitals and Nursing Homes 5.2.5.1\tBay Medical Sacred Heart Health System <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | 5.2.5.2\tEncompass Health Rehabilitation Hospital of Panama City <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | 5.2.5.3\tJackson Hospital <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | 5.2.6\tCritical Facilities \u2013 Schools 5.2.6.1\tTyndall Elementary School <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | 5.2.7\tCritical Facilities \u2013 Other Types of Buildings 5.2.7.1\tBay County Administration <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | 5.2.7.2\tBay County Courthouse <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | 6. Conclusions and Recommendations <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | 6.1\tOverview of Conclusions and Recommendations <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | 6.2\tGeneral Conclusions and Recommendations <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | 6.3\tFlood-Related Building Codes, Standards, and Regulations Conclusions and Recommendations <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | 6.4\tWind-Related Building Codes, Standards, and Regulations Conclusions and Recommendations <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | 6.5\tFlood-Related Conclusions and Recommendations <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | 6.6\tWind-Related Conclusions and Recommendations 6.6.1\tResidential Wind <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | 6.6.2\tNon-residential Wind <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | 6.7\tCrosswalk\/Matrix of Conclusions and Recommendations with MAT Observations <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | Appendix A. Acknowledgments <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | Appendix B. References <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | Appendix C. Recovery Advisories <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | Back Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA P-2077, Mitigation Assessment Team Report Hurricane Michael in Florida<\/b><\/p>\n |