{"id":137861,"date":"2024-10-19T07:58:16","date_gmt":"2024-10-19T07:58:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-259-2012\/"},"modified":"2024-10-25T00:09:23","modified_gmt":"2024-10-25T00:09:23","slug":"fema-p-259-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-259-2012\/","title":{"rendered":"FEMA P 259 2012"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover
\n <\/td>\n<\/tr>\n
2<\/td>\nAbout the Cover <\/td>\n<\/tr>\n
3<\/td>\nTitle Page <\/td>\n<\/tr>\n
5<\/td>\nAcknowledgments <\/td>\n<\/tr>\n
7<\/td>\nContents <\/td>\n<\/tr>\n
14<\/td>\nList of Figures <\/td>\n<\/tr>\n
25<\/td>\nList of Tables <\/td>\n<\/tr>\n
27<\/td>\nList of Equations <\/td>\n<\/tr>\n
31<\/td>\nFEMA259_Ch1.pdf
Chapter 1.
\nIntroduction to Retrofitting
1.1\tGoals and Intended Users <\/td>\n<\/tr>\n
32<\/td>\n1.2\tOrganization of the Manual <\/td>\n<\/tr>\n
34<\/td>\n1.3\tMethods of Retrofitting <\/td>\n<\/tr>\n
35<\/td>\n1.3.1\tElevation <\/td>\n<\/tr>\n
36<\/td>\n1.3.1.1\tElevation on Solid Perimeter Foundation Walls <\/td>\n<\/tr>\n
37<\/td>\n1.3.1.2\tElevation on Open Foundation Systems <\/td>\n<\/tr>\n
41<\/td>\n1.3.2\tRelocation <\/td>\n<\/tr>\n
42<\/td>\n1.3.3\tDry Floodproofing <\/td>\n<\/tr>\n
44<\/td>\n1.3.4\tWet Floodproofing <\/td>\n<\/tr>\n
46<\/td>\n1.3.5\tFloodwalls and Levees <\/td>\n<\/tr>\n
49<\/td>\n1.4\tConsiderations When Retrofitting
1.5\tRetrofitting Process <\/td>\n<\/tr>\n
51<\/td>\n1.5.1\tOther Retrofitting Guides <\/td>\n<\/tr>\n
53<\/td>\nFEMA259_Ch2.pdf
Chapter 2.
\nRegulatory Requirements <\/td>\n<\/tr>\n
54<\/td>\n2.1\tNational Flood Insurance Program <\/td>\n<\/tr>\n
55<\/td>\n2.1.1\tFlood Hazard Information
2.1.1.1\tFlood Insurance Rate Maps <\/td>\n<\/tr>\n
59<\/td>\n2.1.1.2\tFlood Insurance Studies <\/td>\n<\/tr>\n
61<\/td>\n2.1.2\tFloodplain Management Regulations <\/td>\n<\/tr>\n
62<\/td>\n2.1.3\tInsurance Program <\/td>\n<\/tr>\n
63<\/td>\n2.1.4\tNFIP Flood-Prone Building Performance Requirements <\/td>\n<\/tr>\n
64<\/td>\n2.2\tCommunity Regulations and the Permitting Process <\/td>\n<\/tr>\n
65<\/td>\n2.3\tNational Model Building Codes <\/td>\n<\/tr>\n
66<\/td>\n2.4\tConsensus Standards <\/td>\n<\/tr>\n
69<\/td>\nFEMA259_Ch3.pdf
Chapter 3.
\nParameters of Retrofitting <\/td>\n<\/tr>\n
70<\/td>\n3.1\tDetermination of Homeowner Preferences
3.1.1\tThe Initial Homeowner Meeting <\/td>\n<\/tr>\n
72<\/td>\n3.1.2\tInitial Site Visit <\/td>\n<\/tr>\n
73<\/td>\n3.1.3\tAesthetic Concerns <\/td>\n<\/tr>\n
74<\/td>\n3.1.4\tEconomic Considerations <\/td>\n<\/tr>\n
77<\/td>\n3.1.5\tRisk Considerations
3.1.6\tAccessibility for Individuals with Special Needs <\/td>\n<\/tr>\n
78<\/td>\n3.2\tCommunity Regulations and Permitting
3.2.1\tLocal Codes
3.2.2\tBuilding Systems\/Code Upgrades <\/td>\n<\/tr>\n
79<\/td>\n3.2.3\tOff-Site Flooding Impacts
3.3\tTechnical Parameters <\/td>\n<\/tr>\n
81<\/td>\n3.3.1\tFlooding Characteristics <\/td>\n<\/tr>\n
82<\/td>\n3.3.1.1\tFlood Depth and Elevation <\/td>\n<\/tr>\n
83<\/td>\n3.3.1.2\tFlood Flow Velocity <\/td>\n<\/tr>\n
84<\/td>\n3.3.1.3\tFlood Frequency
3.3.1.4\tRates of Rise and Fall
3.3.1.5\tFlood Duration
3.3.1.6\tDebris Impact <\/td>\n<\/tr>\n
85<\/td>\n3.3.2\tSite Characteristics
3.3.2.1\tSite Location
3.3.2.2\tVulnerability to Erosion <\/td>\n<\/tr>\n
86<\/td>\n3.3.2.3\tSoil Type <\/td>\n<\/tr>\n
87<\/td>\n3.3.3\tBuilding Characteristics <\/td>\n<\/tr>\n
88<\/td>\n3.3.3.1\tSubstructure
3.3.3.2\tSuperstructure <\/td>\n<\/tr>\n
89<\/td>\n3.3.3.3\tSupport Services
3.3.3.4\tBuilding Construction
3.3.3.5\tBuilding Condition <\/td>\n<\/tr>\n
93<\/td>\n3.4\tBalancing Historic Preservation With Flood Protection
3.5\tMultiple Hazards <\/td>\n<\/tr>\n
94<\/td>\n3.5.1\tEarthquake Forces
3.5.2\tWind Forces <\/td>\n<\/tr>\n
95<\/td>\nFEMA259_Ch4.pdf
Chapter 4.
\nDetermination of Hazards
4.1\tAnalysis of Flood-Related Hazards <\/td>\n<\/tr>\n
97<\/td>\n4.1.1\tDetermining Flood Elevations
4.1.1.1\tRiverine Areas <\/td>\n<\/tr>\n
100<\/td>\n4.1.1.2\tCoastal Areas <\/td>\n<\/tr>\n
102<\/td>\n4.1.2\tFlood Forces and Loads
4.1.2.1\tFlood Depth and Floodproofing Design Depth <\/td>\n<\/tr>\n
104<\/td>\n4.1.2.2\tHydrostatic Forces <\/td>\n<\/tr>\n
105<\/td>\n4.1.2.3\tLateral Hydrostatic Forces <\/td>\n<\/tr>\n
106<\/td>\n4.1.2.4\tSaturated Soil Forces <\/td>\n<\/tr>\n
107<\/td>\n4.1.2.5\tCombined Saturated Soil and Water Forces <\/td>\n<\/tr>\n
108<\/td>\n4.1.2.6\tVertical Hydrostatic Forces <\/td>\n<\/tr>\n
110<\/td>\n4.1.2.7\tHydrodynamic Forces <\/td>\n<\/tr>\n
114<\/td>\n4.1.2.8\tHigh Velocity Hydrodynamic Forces <\/td>\n<\/tr>\n
115<\/td>\n4.1.2.9\tImpact Loads <\/td>\n<\/tr>\n
118<\/td>\n4.1.2.10\tRiverine Erosion <\/td>\n<\/tr>\n
119<\/td>\n4.1.3\tSite Drainage <\/td>\n<\/tr>\n
124<\/td>\n4.1.4\tMovable Bed Streams
4.1.5\tAnalysis of Non-Flood-Related Hazards <\/td>\n<\/tr>\n
125<\/td>\n4.1.6\tWind Forces <\/td>\n<\/tr>\n
129<\/td>\n4.1.7\tSeismic Forces <\/td>\n<\/tr>\n
130<\/td>\n4.1.8\tCombining Forces
4.1.9\tProtection of the Structure <\/td>\n<\/tr>\n
131<\/td>\n4.1.10\tProtection of Non-Structural Building Components and Building Contents
4.1.11\tLand Subsidence <\/td>\n<\/tr>\n
132<\/td>\n4.2\tGeotechnical Considerations <\/td>\n<\/tr>\n
134<\/td>\n4.2.1\tAllowable Bearing Capacity <\/td>\n<\/tr>\n
136<\/td>\n4.2.2\tScour Potential <\/td>\n<\/tr>\n
142<\/td>\n4.2.2.1\tFrost Zone Considerations
4.2.2.2\tPermeability <\/td>\n<\/tr>\n
144<\/td>\n4.2.2.3\tShrink-Swell Potential <\/td>\n<\/tr>\n
145<\/td>\nFEMA259_Ch5.pdf
Chapter 5.
\nGeneral Design Practices <\/td>\n<\/tr>\n
147<\/td>\n5.1\tField Investigation
5.1.1\tLocal Building Requirements
5.1.2\tSurveys
5.1.3\tStructure Survey <\/td>\n<\/tr>\n
148<\/td>\n5.1.4\tTopographic Survey <\/td>\n<\/tr>\n
149<\/td>\n5.1.5\tSite Utilities Survey <\/td>\n<\/tr>\n
150<\/td>\n5.1.6\tHazard Determinations
5.1.7\tDocumentation of Existing Building Systems <\/td>\n<\/tr>\n
154<\/td>\n5.1.8\tHomeowner Preferences
5.1.9\tHomeowner Coordination
5.1.10\tMaintenance Programs and Emergency Action Plans <\/td>\n<\/tr>\n
155<\/td>\n5.2\tAnalysis of Existing Structure
5.2.1\tStructural Reconnaissance <\/td>\n<\/tr>\n
156<\/td>\n5.2.2\tFootings and Foundation Systems <\/td>\n<\/tr>\n
157<\/td>\n5.2.3\tBearing Capacity of Footings <\/td>\n<\/tr>\n
159<\/td>\n5.2.4\tBearing Capacity of Foundation Walls
5.2.5\tLateral Loads <\/td>\n<\/tr>\n
161<\/td>\n5.2.6\tVertical Loads
5.2.7\tDead Loads <\/td>\n<\/tr>\n
163<\/td>\n5.2.8\tLive Loads <\/td>\n<\/tr>\n
164<\/td>\n5.2.9\tRoof Snow Loads
5.2.10\tCalculation of Vertical, Dead, Live, and Snow Loads <\/td>\n<\/tr>\n
168<\/td>\n5.2.11\tCapacity versus Loading
5.2.12\tLoad Combination Scenarios <\/td>\n<\/tr>\n
169<\/td>\n5.2.13\tStrength Design Method <\/td>\n<\/tr>\n
171<\/td>\n5.2.14\tAllowable Stress Method <\/td>\n<\/tr>\n
173<\/td>\nFEMA259_Ch5D.pdf
Chapter 5D.
\nDry Floodproofing <\/td>\n<\/tr>\n
175<\/td>\n5D.1\tEmergency Operations Plan
5D.2\tInspection and Maintenance Plan
5D.3\tSealants and Shields <\/td>\n<\/tr>\n
181<\/td>\n5D.4\tField Investigation <\/td>\n<\/tr>\n
182<\/td>\n5D.5\tConfirm Structure is Designed to Accommodate Dry Floodproofing Measures <\/td>\n<\/tr>\n
188<\/td>\n5D.6\tSelection and Design of Sealant Systems <\/td>\n<\/tr>\n
189<\/td>\n5D.6.1\tCoatings
5D.6.2\tWrapped Systems <\/td>\n<\/tr>\n
192<\/td>\n5D.6.3\tBrick Veneer Systems <\/td>\n<\/tr>\n
194<\/td>\n5D.7\tSelection and Design of Shield Systems
5D.7.1\tPlate Shields <\/td>\n<\/tr>\n
197<\/td>\n5D.8\tConstruction Considerations for Sealants and Shields
5D.9\tDrainage Collection Systems <\/td>\n<\/tr>\n
200<\/td>\n5D.9.1\tFrench Drains
5D.9.2\tExterior Underdrain Systems <\/td>\n<\/tr>\n
201<\/td>\n5D.9.3\tInterior Drain System <\/td>\n<\/tr>\n
203<\/td>\n5D.9.4\tTypes of Sump Pumps <\/td>\n<\/tr>\n
204<\/td>\n5D.9.5\tInfiltration versus Inundation <\/td>\n<\/tr>\n
205<\/td>\n5D.9.6\tCoordination with Other Floodproofing Methods
5D.9.7\tField Investigation <\/td>\n<\/tr>\n
207<\/td>\n5D.9.8\tDesign <\/td>\n<\/tr>\n
211<\/td>\n5D.10\tBackflow Valves <\/td>\n<\/tr>\n
212<\/td>\n5D.10.1\tField Investigation <\/td>\n<\/tr>\n
213<\/td>\n5D.10.2\tDesign <\/td>\n<\/tr>\n
215<\/td>\n5D.11\tEmergency Power
5D.11.1\tField Investigation <\/td>\n<\/tr>\n
216<\/td>\n5D.11.2\tDesign <\/td>\n<\/tr>\n
222<\/td>\n5D.11.3\tConstruction
5D.12\tNon-Residential Construction
5D.12.1\tPermanent Closure of Openings <\/td>\n<\/tr>\n
223<\/td>\n5D.12.2\tWatertight Core Areas <\/td>\n<\/tr>\n
224<\/td>\n5D.12.3\tEnhanced Flood Shields
5D.12.4\tMoveable Floodwalls <\/td>\n<\/tr>\n
226<\/td>\n5D.12.5\tPressure Relief Systems <\/td>\n<\/tr>\n
227<\/td>\nFEMA259_Ch5E.pdf
Chapter 5E.
\nElevation <\/td>\n<\/tr>\n
228<\/td>\n5E.1\tTypes of Residential Structures that Can Be Elevated
5E.1.1\tHouses Over a Crawlspace <\/td>\n<\/tr>\n
234<\/td>\n5E.1.2\tHouses Over Basements <\/td>\n<\/tr>\n
237<\/td>\n5E.1.2.1\tDesign of Openings in Foundation Walls for Intentional Flooding of Enclosed Areas
\nBelow the DFE <\/td>\n<\/tr>\n
239<\/td>\n5E.1.3\tHouses on Piers, Columns, or Piles
5E.1.4\tSlab-on-Grade Houses <\/td>\n<\/tr>\n
240<\/td>\n5E.1.4.1\tElevating a Slab-on-Grade Wood-Frame House <\/td>\n<\/tr>\n
245<\/td>\n5E.1.4.2\tElevating a Slab-on-Grade Masonry House
5E.1.5\tHeavy Building Materials\/Complex Design <\/td>\n<\/tr>\n
248<\/td>\n5E.2\tField Investigation Concerns
5E.2.1\tProperty Inspection and Existing Data Review
5E.2.2\tCode Search <\/td>\n<\/tr>\n
250<\/td>\n5E.3\tDesign <\/td>\n<\/tr>\n
256<\/td>\n5E.4\tConstruction Considerations
5E.4.1\tSlab-on-Grade House, Not Raising Slab with House <\/td>\n<\/tr>\n
257<\/td>\n5E.4.2\tSlab-on-Grade House, Raising Slab
5E.4.3\tHouse Over Crawlspace\/Basement <\/td>\n<\/tr>\n
258<\/td>\n5E.4.4\tHouse on Piers, Columns, or Piles <\/td>\n<\/tr>\n
259<\/td>\nFEMA259_Ch5F.pdf
Chapter 5F. Floodwalls and Levees <\/td>\n<\/tr>\n
260<\/td>\n5F.1\tFloodwalls
5F.1.1\tTypes of Floodwalls
5F.1.1.1\tGravity Floodwall <\/td>\n<\/tr>\n
262<\/td>\n5F.1.1.2\tCantilever Floodwall <\/td>\n<\/tr>\n
264<\/td>\n5F.1.1.3\tButtressed Floodwall <\/td>\n<\/tr>\n
265<\/td>\n5F.1.1.4\tCounterfort Floodwall <\/td>\n<\/tr>\n
266<\/td>\n5F.1.2\tField Investigation for Floodwalls <\/td>\n<\/tr>\n
268<\/td>\n5F.1.3\tFloodwall Design
5F.1.3.1\tFloodwall Design (Selection and Sizing) <\/td>\n<\/tr>\n
287<\/td>\n5F.1.3.2\tFloodwall Design (Simplified Approach) <\/td>\n<\/tr>\n
289<\/td>\n5F.1.4\tFloodwall Appurtenances
5F.1.4.1 Floodwall Closures <\/td>\n<\/tr>\n
297<\/td>\n5F.1.4.2\tDrainage Systems <\/td>\n<\/tr>\n
300<\/td>\n5F.1.5\tFloodwall Seepage and Leakage
5F.1.5.1\tSeepage Through the Floodwall
5F.1.5.2\tSeepage Under the Floodwall <\/td>\n<\/tr>\n
301<\/td>\n5F.1.5.3\tLeakage Between the Floodwall and Residence
5F.1.6\tFloodwall Architectural Details <\/td>\n<\/tr>\n
305<\/td>\n5F.1.7\tFloodwall Construction <\/td>\n<\/tr>\n
306<\/td>\n5F.2\tLevees
5F.2.1\tLevee Field Investigation <\/td>\n<\/tr>\n
307<\/td>\n5F.2.2\tLevee Design
5F.2.2.1\tStandard Levee Design Criteria <\/td>\n<\/tr>\n
309<\/td>\n5F.2.2.2\tInitial Levee Design Phases
5F.2.3\tLevee Seepage Concerns <\/td>\n<\/tr>\n
310<\/td>\n5F.2.3.1\tScouring\/Levee Slope Protection <\/td>\n<\/tr>\n
311<\/td>\n5F.2.3.2\tInterior Levee Drainage <\/td>\n<\/tr>\n
312<\/td>\n5F.2.3.3\tLevee Maintenance
5F.2.3.4\tLevee Cost <\/td>\n<\/tr>\n
314<\/td>\n5F.2.4\tLevee Construction
5F.2.4.1\tLevee Soil Suitability
5F.2.4.2\tLevee Compaction Requirements
5F.2.4.3\tLevee Settlement Allowance
5F.2.4.4\tLevee Borrow Area Restrictions <\/td>\n<\/tr>\n
315<\/td>\n5F.2.4.5\tAccess Across Levee <\/td>\n<\/tr>\n
317<\/td>\nFEMA259_Ch5R.pdf
Chapter 5R.
\nRelocation <\/td>\n<\/tr>\n
318<\/td>\n5R.1 Step 1: Select the House Moving Contractor <\/td>\n<\/tr>\n
320<\/td>\n5R.2\tStep 2: Analyze the Existing Site and Structure <\/td>\n<\/tr>\n
321<\/td>\n5R.3\tStep 3: Select, Analyze, and Design the New Site <\/td>\n<\/tr>\n
322<\/td>\n5R.4\tStep 4: Prepare the Existing Site
5R.5\tStep 5: Analyze and Prepare the Moving Route <\/td>\n<\/tr>\n
323<\/td>\n5R.6\tStep 6: Prepare the Structure <\/td>\n<\/tr>\n
326<\/td>\n5R.7\tStep 7: Prepare the New Site <\/td>\n<\/tr>\n
327<\/td>\n5R.8\tStep 8: Move the Structure <\/td>\n<\/tr>\n
329<\/td>\n5R.9\tStep 9: Restore the Old Site <\/td>\n<\/tr>\n
331<\/td>\nFEMA259_Ch5W.pdf
Chapter 5W.
\nWet Floodproofing <\/td>\n<\/tr>\n
332<\/td>\n5W.1\tProtection of the Structure <\/td>\n<\/tr>\n
333<\/td>\n5W.1.1\tFoundations
5W.1.2\tCavity Walls <\/td>\n<\/tr>\n
334<\/td>\n5W.1.3\tSolid Walls
5W.2\tUse of Flood-Resistant Materials <\/td>\n<\/tr>\n
335<\/td>\n5W.3\tBuilding Operations and Maintenance Procedures and Emergency Preparedness Plans
5W.3.1\tFlood Warning System
5W.3.2\tInspection and Maintenance Plan
5W.3.3\tEmergency Operations Plan <\/td>\n<\/tr>\n
336<\/td>\n5W.3.4\tProtection of Utility Systems <\/td>\n<\/tr>\n
337<\/td>\n5W.4\tElevation
5W.5\tIn-Place Protection <\/td>\n<\/tr>\n
338<\/td>\n5W.6\tField Investigation <\/td>\n<\/tr>\n
341<\/td>\n5W.7\tDesign Overview
5W.8\tElectrical Systems <\/td>\n<\/tr>\n
343<\/td>\n5W.9\tHeating, Ventilating, and Air Conditioning Systems
5W.10\tFuel Supply\/Storage Systems <\/td>\n<\/tr>\n
345<\/td>\n5W.11\tWater Systems
5W.12\tSewer Systems <\/td>\n<\/tr>\n
346<\/td>\n5W.13\tCalculation of Buoyancy Forces <\/td>\n<\/tr>\n
348<\/td>\n5W.14\tConstruction\/Implementation <\/td>\n<\/tr>\n
349<\/td>\nFEMA259_Ch6.pdf
Chapter 6.
\nCase Studies
6.1\tCase Study #1: Residential Retrofit in Riverine Floodplain Using Elevation or Relocation
6.1.1\tDescription of Property <\/td>\n<\/tr>\n
350<\/td>\n6.1.2\tStructure Information <\/td>\n<\/tr>\n
352<\/td>\n6.1.3\tRetrofit Options Selection <\/td>\n<\/tr>\n
357<\/td>\n6.1.4 \tLoad Calculations <\/td>\n<\/tr>\n
363<\/td>\n6.1.5\tSupporting Documentation <\/td>\n<\/tr>\n
371<\/td>\n6.1.6 \tReal World Examples <\/td>\n<\/tr>\n
372<\/td>\n6.2\tCase Study #2: Residential Retrofit in Coastal A Zone Using Elevation or Acquisition
6.2.1\tDescription of Property
6.2.2\tStructure Information <\/td>\n<\/tr>\n
374<\/td>\n6.2.3 \tRetrofit Options Selection <\/td>\n<\/tr>\n
378<\/td>\n6.2.4 \tLoad Calculations <\/td>\n<\/tr>\n
381<\/td>\n6.2.5\tSupporting Documentation <\/td>\n<\/tr>\n
387<\/td>\n6.2.6 \tReal World Examples <\/td>\n<\/tr>\n
388<\/td>\n6.3 \tCase Study #3: Residential Retrofit Outside of the Floodplain Using Dry or Wet Floodproofing
6.3.1 \tDescription of Property
6.3.2 \tStructure Information <\/td>\n<\/tr>\n
391<\/td>\n6.3.3 \tRetrofit Options Selection <\/td>\n<\/tr>\n
394<\/td>\n6.3.4 \tLoad Calculations <\/td>\n<\/tr>\n
399<\/td>\n6.3.5 \tSupporting Documentation <\/td>\n<\/tr>\n
405<\/td>\n6.3.6 \tReal World Examples <\/td>\n<\/tr>\n
407<\/td>\n6.4 \tCase Study #4: Residential Retrofit Outside of the Floodplain Using Floodwalls or Levees
6.4.1 \tDescription of Property
6.4.2 \tStructure Information <\/td>\n<\/tr>\n
408<\/td>\n6.4.3 \tRetrofit Options Selection <\/td>\n<\/tr>\n
412<\/td>\n6.4.4 \tLoad Calculations
6.4.5 \tDrainage Requirements <\/td>\n<\/tr>\n
414<\/td>\n6.4.6 \tSupporting Documentation <\/td>\n<\/tr>\n
418<\/td>\n6.4.7 \tReal World Examples <\/td>\n<\/tr>\n
421<\/td>\nFEMA259_Appendices.pdf
Appendix A.
\nSources of FEMA Funding
A.1\tIncreased Cost of Compliance Coverage (ICC)
A.2\tFEMA Hazard Mitigation Assistance Programs <\/td>\n<\/tr>\n
424<\/td>\nA.2.1\tStage 1. Mitigation Planning
A.2.2\tStage 2. Program Funding <\/td>\n<\/tr>\n
425<\/td>\nA.2.3\tStage 3. Application Development <\/td>\n<\/tr>\n
426<\/td>\nA.2.4\tStage 4. Project Implementation
A.2.5\tStage 5. Project Closeout <\/td>\n<\/tr>\n
427<\/td>\nA.3\tResources
A.4\tReferences <\/td>\n<\/tr>\n
429<\/td>\nFEMA259_App-B.pdf
Appendix B.
\nUnderstanding the FEMA Benefit-Cost Analysis Process
B.1\tRisk <\/td>\n<\/tr>\n
430<\/td>\nB.2\tBenefits <\/td>\n<\/tr>\n
431<\/td>\nB.3\tEstimating Benefits <\/td>\n<\/tr>\n
433<\/td>\nB.4\tFEMA BCA Software <\/td>\n<\/tr>\n
435<\/td>\nFEMA259_App-C.pdf
Appendix C. Sample Design Calculations <\/td>\n<\/tr>\n
436<\/td>\nElevation <\/td>\n<\/tr>\n
463<\/td>\nDry Floodproofing <\/td>\n<\/tr>\n
465<\/td>\nWet Floodproofing <\/td>\n<\/tr>\n
466<\/td>\nFloodwalls and Levees <\/td>\n<\/tr>\n
473<\/td>\nFEMA259_App-D.pdf
Appendix D.
\nAlluvial Fan Flooding
D.1\tAlluvial Fan Flooding Basics <\/td>\n<\/tr>\n
475<\/td>\nD.2\tAlluvial Fan Flooding Hazards <\/td>\n<\/tr>\n
476<\/td>\nD.3\tRegulatory Framework and Building Code Issues for
\nAlluvial Fans <\/td>\n<\/tr>\n
477<\/td>\nD.4\tDesign Considerations for Retrofitting in Alluvial Fan
\nFlooding Areas <\/td>\n<\/tr>\n
478<\/td>\nD.4.1\tRelocation
D.4.2\tElevation
D.4.3\tFloodwalls and Levees <\/td>\n<\/tr>\n
479<\/td>\nD.4.4\tBuilding Reinforcement
D.4.5\tDry Floodproofing
D.4.6\tOther Techniques <\/td>\n<\/tr>\n
480<\/td>\nD.4.7\tRelevant Equations for Computation <\/td>\n<\/tr>\n
482<\/td>\nD.5\tReferences <\/td>\n<\/tr>\n
487<\/td>\nFEMA259_App-F.pdf
Appendix F.
\nOther Resources
Links to FEMA Hazard Mitigation Assistance (HMA) Funding Programs
Links to FEMA Building Science Publications and Resources <\/td>\n<\/tr>\n
488<\/td>\nBuilding Codes and Standards
Links to Other Resources
Links to State and Regional Contacts <\/td>\n<\/tr>\n
489<\/td>\nFEMA259_App-G.pdf
Appendix G.
\nSummary of NFIP Requirements and Best Practices <\/td>\n<\/tr>\n
490<\/td>\nGeneral Requirements
\n <\/td>\n<\/tr>\n
492<\/td>\nElevation <\/td>\n<\/tr>\n
493<\/td>\nFoundation <\/td>\n<\/tr>\n
494<\/td>\nEnclosures Below Elevated Buildings <\/td>\n<\/tr>\n
495<\/td>\nUtilities <\/td>\n<\/tr>\n
496<\/td>\nCertification <\/td>\n<\/tr>\n
497<\/td>\nOther <\/td>\n<\/tr>\n
500<\/td>\nNotes
\n <\/td>\n<\/tr>\n
501<\/td>\nAcronyms
References <\/td>\n<\/tr>\n
503<\/td>\nFEMA259_App-H.pdf
Appendix H.
\nAcronyms
A
B
C <\/td>\n<\/tr>\n
504<\/td>\nD
F
G <\/td>\n<\/tr>\n
505<\/td>\nH
I
K <\/td>\n<\/tr>\n
506<\/td>\nL
M
N
P <\/td>\n<\/tr>\n
507<\/td>\nR
S
T
U <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-259 – Engineering Principles and Practices of Retofitting Floodprone Structures, Third Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2012<\/td>\n510<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137863,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-137861","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/137861","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/137863"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137861"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137861"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137861"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}