xxx FEMA P259 2012 xxxx
$62.40
FEMA P-259 – Engineering Principles and Practices of Retofitting Floodprone Structures, Third Edition
| Published By | Publication Date | Number of Pages |
| FEMA | 2012 | 510 |
0
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 2 | About the Cover |
| 3 | Title Page |
| 5 | Acknowledgments |
| 7 | Contents |
| 14 | List of Figures |
| 25 | List of Tables |
| 27 | List of Equations |
| 31 | FEMA259_Ch1.pdf Chapter 1. Introduction to Retrofitting 1.1 Goals and Intended Users |
| 32 | 1.2 Organization of the Manual |
| 34 | 1.3 Methods of Retrofitting |
| 35 | 1.3.1 Elevation |
| 36 | 1.3.1.1 Elevation on Solid Perimeter Foundation Walls |
| 37 | 1.3.1.2 Elevation on Open Foundation Systems |
| 41 | 1.3.2 Relocation |
| 42 | 1.3.3 Dry Floodproofing |
| 44 | 1.3.4 Wet Floodproofing |
| 46 | 1.3.5 Floodwalls and Levees |
| 49 | 1.4 Considerations When Retrofitting 1.5 Retrofitting Process |
| 51 | 1.5.1 Other Retrofitting Guides |
| 53 | FEMA259_Ch2.pdf Chapter 2. Regulatory Requirements |
| 54 | 2.1 National Flood Insurance Program |
| 55 | 2.1.1 Flood Hazard Information 2.1.1.1 Flood Insurance Rate Maps |
| 59 | 2.1.1.2 Flood Insurance Studies |
| 61 | 2.1.2 Floodplain Management Regulations |
| 62 | 2.1.3 Insurance Program |
| 63 | 2.1.4 NFIP Flood-Prone Building Performance Requirements |
| 64 | 2.2 Community Regulations and the Permitting Process |
| 65 | 2.3 National Model Building Codes |
| 66 | 2.4 Consensus Standards |
| 69 | FEMA259_Ch3.pdf Chapter 3. Parameters of Retrofitting |
| 70 | 3.1 Determination of Homeowner Preferences 3.1.1 The Initial Homeowner Meeting |
| 72 | 3.1.2 Initial Site Visit |
| 73 | 3.1.3 Aesthetic Concerns |
| 74 | 3.1.4 Economic Considerations |
| 77 | 3.1.5 Risk Considerations 3.1.6 Accessibility for Individuals with Special Needs |
| 78 | 3.2 Community Regulations and Permitting 3.2.1 Local Codes 3.2.2 Building Systems/Code Upgrades |
| 79 | 3.2.3 Off-Site Flooding Impacts 3.3 Technical Parameters |
| 81 | 3.3.1 Flooding Characteristics |
| 82 | 3.3.1.1 Flood Depth and Elevation |
| 83 | 3.3.1.2 Flood Flow Velocity |
| 84 | 3.3.1.3 Flood Frequency 3.3.1.4 Rates of Rise and Fall 3.3.1.5 Flood Duration 3.3.1.6 Debris Impact |
| 85 | 3.3.2 Site Characteristics 3.3.2.1 Site Location 3.3.2.2 Vulnerability to Erosion |
| 86 | 3.3.2.3 Soil Type |
| 87 | 3.3.3 Building Characteristics |
| 88 | 3.3.3.1 Substructure 3.3.3.2 Superstructure |
| 89 | 3.3.3.3 Support Services 3.3.3.4 Building Construction 3.3.3.5 Building Condition |
| 93 | 3.4 Balancing Historic Preservation With Flood Protection 3.5 Multiple Hazards |
| 94 | 3.5.1 Earthquake Forces 3.5.2 Wind Forces |
| 95 | FEMA259_Ch4.pdf Chapter 4. Determination of Hazards 4.1 Analysis of Flood-Related Hazards |
| 97 | 4.1.1 Determining Flood Elevations 4.1.1.1 Riverine Areas |
| 100 | 4.1.1.2 Coastal Areas |
| 102 | 4.1.2 Flood Forces and Loads 4.1.2.1 Flood Depth and Floodproofing Design Depth |
| 104 | 4.1.2.2 Hydrostatic Forces |
| 105 | 4.1.2.3 Lateral Hydrostatic Forces |
| 106 | 4.1.2.4 Saturated Soil Forces |
| 107 | 4.1.2.5 Combined Saturated Soil and Water Forces |
| 108 | 4.1.2.6 Vertical Hydrostatic Forces |
| 110 | 4.1.2.7 Hydrodynamic Forces |
| 114 | 4.1.2.8 High Velocity Hydrodynamic Forces |
| 115 | 4.1.2.9 Impact Loads |
| 118 | 4.1.2.10 Riverine Erosion |
| 119 | 4.1.3 Site Drainage |
| 124 | 4.1.4 Movable Bed Streams 4.1.5 Analysis of Non-Flood-Related Hazards |
| 125 | 4.1.6 Wind Forces |
| 129 | 4.1.7 Seismic Forces |
| 130 | 4.1.8 Combining Forces 4.1.9 Protection of the Structure |
| 131 | 4.1.10 Protection of Non-Structural Building Components and Building Contents 4.1.11 Land Subsidence |
| 132 | 4.2 Geotechnical Considerations |
| 134 | 4.2.1 Allowable Bearing Capacity |
| 136 | 4.2.2 Scour Potential |
| 142 | 4.2.2.1 Frost Zone Considerations 4.2.2.2 Permeability |
| 144 | 4.2.2.3 Shrink-Swell Potential |
| 145 | FEMA259_Ch5.pdf Chapter 5. General Design Practices |
| 147 | 5.1 Field Investigation 5.1.1 Local Building Requirements 5.1.2 Surveys 5.1.3 Structure Survey |
| 148 | 5.1.4 Topographic Survey |
| 149 | 5.1.5 Site Utilities Survey |
| 150 | 5.1.6 Hazard Determinations 5.1.7 Documentation of Existing Building Systems |
| 154 | 5.1.8 Homeowner Preferences 5.1.9 Homeowner Coordination 5.1.10 Maintenance Programs and Emergency Action Plans |
| 155 | 5.2 Analysis of Existing Structure 5.2.1 Structural Reconnaissance |
| 156 | 5.2.2 Footings and Foundation Systems |
| 157 | 5.2.3 Bearing Capacity of Footings |
| 159 | 5.2.4 Bearing Capacity of Foundation Walls 5.2.5 Lateral Loads |
| 161 | 5.2.6 Vertical Loads 5.2.7 Dead Loads |
| 163 | 5.2.8 Live Loads |
| 164 | 5.2.9 Roof Snow Loads 5.2.10 Calculation of Vertical, Dead, Live, and Snow Loads |
| 168 | 5.2.11 Capacity versus Loading 5.2.12 Load Combination Scenarios |
| 169 | 5.2.13 Strength Design Method |
| 171 | 5.2.14 Allowable Stress Method |
| 173 | FEMA259_Ch5D.pdf Chapter 5D. Dry Floodproofing |
| 175 | 5D.1 Emergency Operations Plan 5D.2 Inspection and Maintenance Plan 5D.3 Sealants and Shields |
| 181 | 5D.4 Field Investigation |
| 182 | 5D.5 Confirm Structure is Designed to Accommodate Dry Floodproofing Measures |
| 188 | 5D.6 Selection and Design of Sealant Systems |
| 189 | 5D.6.1 Coatings 5D.6.2 Wrapped Systems |
| 192 | 5D.6.3 Brick Veneer Systems |
| 194 | 5D.7 Selection and Design of Shield Systems 5D.7.1 Plate Shields |
| 197 | 5D.8 Construction Considerations for Sealants and Shields 5D.9 Drainage Collection Systems |
| 200 | 5D.9.1 French Drains 5D.9.2 Exterior Underdrain Systems |
| 201 | 5D.9.3 Interior Drain System |
| 203 | 5D.9.4 Types of Sump Pumps |
| 204 | 5D.9.5 Infiltration versus Inundation |
| 205 | 5D.9.6 Coordination with Other Floodproofing Methods 5D.9.7 Field Investigation |
| 207 | 5D.9.8 Design |
| 211 | 5D.10 Backflow Valves |
| 212 | 5D.10.1 Field Investigation |
| 213 | 5D.10.2 Design |
| 215 | 5D.11 Emergency Power 5D.11.1 Field Investigation |
| 216 | 5D.11.2 Design |
| 222 | 5D.11.3 Construction 5D.12 Non-Residential Construction 5D.12.1 Permanent Closure of Openings |
| 223 | 5D.12.2 Watertight Core Areas |
| 224 | 5D.12.3 Enhanced Flood Shields 5D.12.4 Moveable Floodwalls |
| 226 | 5D.12.5 Pressure Relief Systems |
| 227 | FEMA259_Ch5E.pdf Chapter 5E. Elevation |
| 228 | 5E.1 Types of Residential Structures that Can Be Elevated 5E.1.1 Houses Over a Crawlspace |
| 234 | 5E.1.2 Houses Over Basements |
| 237 | 5E.1.2.1 Design of Openings in Foundation Walls for Intentional Flooding of Enclosed Areas Below the DFE |
| 239 | 5E.1.3 Houses on Piers, Columns, or Piles 5E.1.4 Slab-on-Grade Houses |
| 240 | 5E.1.4.1 Elevating a Slab-on-Grade Wood-Frame House |
| 245 | 5E.1.4.2 Elevating a Slab-on-Grade Masonry House 5E.1.5 Heavy Building Materials/Complex Design |
| 248 | 5E.2 Field Investigation Concerns 5E.2.1 Property Inspection and Existing Data Review 5E.2.2 Code Search |
| 250 | 5E.3 Design |
| 256 | 5E.4 Construction Considerations 5E.4.1 Slab-on-Grade House, Not Raising Slab with House |
| 257 | 5E.4.2 Slab-on-Grade House, Raising Slab 5E.4.3 House Over Crawlspace/Basement |
| 258 | 5E.4.4 House on Piers, Columns, or Piles |
| 259 | FEMA259_Ch5F.pdf Chapter 5F. Floodwalls and Levees |
| 260 | 5F.1 Floodwalls 5F.1.1 Types of Floodwalls 5F.1.1.1 Gravity Floodwall |
| 262 | 5F.1.1.2 Cantilever Floodwall |
| 264 | 5F.1.1.3 Buttressed Floodwall |
| 265 | 5F.1.1.4 Counterfort Floodwall |
| 266 | 5F.1.2 Field Investigation for Floodwalls |
| 268 | 5F.1.3 Floodwall Design 5F.1.3.1 Floodwall Design (Selection and Sizing) |
| 287 | 5F.1.3.2 Floodwall Design (Simplified Approach) |
| 289 | 5F.1.4 Floodwall Appurtenances 5F.1.4.1 Floodwall Closures |
| 297 | 5F.1.4.2 Drainage Systems |
| 300 | 5F.1.5 Floodwall Seepage and Leakage 5F.1.5.1 Seepage Through the Floodwall 5F.1.5.2 Seepage Under the Floodwall |
| 301 | 5F.1.5.3 Leakage Between the Floodwall and Residence 5F.1.6 Floodwall Architectural Details |
| 305 | 5F.1.7 Floodwall Construction |
| 306 | 5F.2 Levees 5F.2.1 Levee Field Investigation |
| 307 | 5F.2.2 Levee Design 5F.2.2.1 Standard Levee Design Criteria |
| 309 | 5F.2.2.2 Initial Levee Design Phases 5F.2.3 Levee Seepage Concerns |
| 310 | 5F.2.3.1 Scouring/Levee Slope Protection |
| 311 | 5F.2.3.2 Interior Levee Drainage |
| 312 | 5F.2.3.3 Levee Maintenance 5F.2.3.4 Levee Cost |
| 314 | 5F.2.4 Levee Construction 5F.2.4.1 Levee Soil Suitability 5F.2.4.2 Levee Compaction Requirements 5F.2.4.3 Levee Settlement Allowance 5F.2.4.4 Levee Borrow Area Restrictions |
| 315 | 5F.2.4.5 Access Across Levee |
| 317 | FEMA259_Ch5R.pdf Chapter 5R. Relocation |
| 318 | 5R.1 Step 1: Select the House Moving Contractor |
| 320 | 5R.2 Step 2: Analyze the Existing Site and Structure |
| 321 | 5R.3 Step 3: Select, Analyze, and Design the New Site |
| 322 | 5R.4 Step 4: Prepare the Existing Site 5R.5 Step 5: Analyze and Prepare the Moving Route |
| 323 | 5R.6 Step 6: Prepare the Structure |
| 326 | 5R.7 Step 7: Prepare the New Site |
| 327 | 5R.8 Step 8: Move the Structure |
| 329 | 5R.9 Step 9: Restore the Old Site |
| 331 | FEMA259_Ch5W.pdf Chapter 5W. Wet Floodproofing |
| 332 | 5W.1 Protection of the Structure |
| 333 | 5W.1.1 Foundations 5W.1.2 Cavity Walls |
| 334 | 5W.1.3 Solid Walls 5W.2 Use of Flood-Resistant Materials |
| 335 | 5W.3 Building Operations and Maintenance Procedures and Emergency Preparedness Plans 5W.3.1 Flood Warning System 5W.3.2 Inspection and Maintenance Plan 5W.3.3 Emergency Operations Plan |
| 336 | 5W.3.4 Protection of Utility Systems |
| 337 | 5W.4 Elevation 5W.5 In-Place Protection |
| 338 | 5W.6 Field Investigation |
| 341 | 5W.7 Design Overview 5W.8 Electrical Systems |
| 343 | 5W.9 Heating, Ventilating, and Air Conditioning Systems 5W.10 Fuel Supply/Storage Systems |
| 345 | 5W.11 Water Systems 5W.12 Sewer Systems |
| 346 | 5W.13 Calculation of Buoyancy Forces |
| 348 | 5W.14 Construction/Implementation |
| 349 | FEMA259_Ch6.pdf Chapter 6. Case Studies 6.1 Case Study #1: Residential Retrofit in Riverine Floodplain Using Elevation or Relocation 6.1.1 Description of Property |
| 350 | 6.1.2 Structure Information |
| 352 | 6.1.3 Retrofit Options Selection |
| 357 | 6.1.4 Load Calculations |
| 363 | 6.1.5 Supporting Documentation |
| 371 | 6.1.6 Real World Examples |
| 372 | 6.2 Case Study #2: Residential Retrofit in Coastal A Zone Using Elevation or Acquisition 6.2.1 Description of Property 6.2.2 Structure Information |
| 374 | 6.2.3 Retrofit Options Selection |
| 378 | 6.2.4 Load Calculations |
| 381 | 6.2.5 Supporting Documentation |
| 387 | 6.2.6 Real World Examples |
| 388 | 6.3 Case Study #3: Residential Retrofit Outside of the Floodplain Using Dry or Wet Floodproofing 6.3.1 Description of Property 6.3.2 Structure Information |
| 391 | 6.3.3 Retrofit Options Selection |
| 394 | 6.3.4 Load Calculations |
| 399 | 6.3.5 Supporting Documentation |
| 405 | 6.3.6 Real World Examples |
| 407 | 6.4 Case Study #4: Residential Retrofit Outside of the Floodplain Using Floodwalls or Levees 6.4.1 Description of Property 6.4.2 Structure Information |
| 408 | 6.4.3 Retrofit Options Selection |
| 412 | 6.4.4 Load Calculations 6.4.5 Drainage Requirements |
| 414 | 6.4.6 Supporting Documentation |
| 418 | 6.4.7 Real World Examples |
| 421 | FEMA259_Appendices.pdf Appendix A. Sources of FEMA Funding A.1 Increased Cost of Compliance Coverage (ICC) A.2 FEMA Hazard Mitigation Assistance Programs |
| 424 | A.2.1 Stage 1. Mitigation Planning A.2.2 Stage 2. Program Funding |
| 425 | A.2.3 Stage 3. Application Development |
| 426 | A.2.4 Stage 4. Project Implementation A.2.5 Stage 5. Project Closeout |
| 427 | A.3 Resources A.4 References |
| 429 | FEMA259_App-B.pdf Appendix B. Understanding the FEMA Benefit-Cost Analysis Process B.1 Risk |
| 430 | B.2 Benefits |
| 431 | B.3 Estimating Benefits |
| 433 | B.4 FEMA BCA Software |
| 435 | FEMA259_App-C.pdf Appendix C. Sample Design Calculations |
| 436 | Elevation |
| 463 | Dry Floodproofing |
| 465 | Wet Floodproofing |
| 466 | Floodwalls and Levees |
| 473 | FEMA259_App-D.pdf Appendix D. Alluvial Fan Flooding D.1 Alluvial Fan Flooding Basics |
| 475 | D.2 Alluvial Fan Flooding Hazards |
| 476 | D.3 Regulatory Framework and Building Code Issues for Alluvial Fans |
| 477 | D.4 Design Considerations for Retrofitting in Alluvial Fan Flooding Areas |
| 478 | D.4.1 Relocation D.4.2 Elevation D.4.3 Floodwalls and Levees |
| 479 | D.4.4 Building Reinforcement D.4.5 Dry Floodproofing D.4.6 Other Techniques |
| 480 | D.4.7 Relevant Equations for Computation |
| 482 | D.5 References |
| 483 | FEMA259_App-E.pdf Appendix E. References |
| 487 | FEMA259_App-F.pdf Appendix F. Other Resources Links to FEMA Hazard Mitigation Assistance (HMA) Funding Programs Links to FEMA Building Science Publications and Resources |
| 488 | Building Codes and Standards Links to Other Resources Links to State and Regional Contacts |
| 489 | FEMA259_App-G.pdf Appendix G. Summary of NFIP Requirements and Best Practices |
| 490 | General Requirements |
| 492 | Elevation |
| 493 | Foundation |
| 494 | Enclosures Below Elevated Buildings |
| 495 | Utilities |
| 496 | Certification |
| 497 | Other |
| 500 | Notes |
| 501 | Acronyms References |
| 503 | FEMA259_App-H.pdf Appendix H. Acronyms A B C |
| 504 | D F G |
| 505 | H I K |
| 506 | L M N P |
| 507 | R S T U |
