FEMA 361 08:2008 Edition
$37.05
FEMA 361 – Design and Construction Guidance for Community Safe Rooms
Published By | Publication Date | Number of Pages |
FEMA | 2008 | 374 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Design and Construction Guidance for Community Safe Rooms |
5 | Preface |
7 | Table of Contents |
17 | 1 Introduction 1.1 Purpose |
18 | 1.2 Safe Rooms vs. Shelters |
21 | 1.3 Background |
29 | 1.4 Organization of the Publication |
31 | 2 Protection Objectives |
32 | 2.1 What is a Safe Room? |
37 | 2.2 Safe Room Design Process |
51 | 2.3 Safe Room Costs |
56 | 2.4 Benefit-Cost Analysis |
61 | 3 Design Criteria for Tornado and Hurricane Safe Rooms 3.1 General Approach to the Design of Safe Rooms |
63 | 3.2 Load Combinations |
67 | 3.3 Tornado Community Safe Room Design Criteria |
74 | 3.4 Hurricane Community Safe Room Design Criteria |
83 | 3.5 Residential Safe Room Design Criteria |
88 | 3.6 Flood Hazard Design Criteria for Safe Rooms |
93 | 3.7 Product Testing |
94 | 3.8 Permitting, Code Compliance, Professional Design Oversight, andPeer Review |
96 | 3.9 Construction Documents, SignageCriteria, and Labeling |
98 | 3.10 Quality Assurance/Quality Control and Special Inspections |
101 | 4 Characteristics of Tornadoes and Hurricanes 4.1 General Wind Effects on Buildings |
102 | 4.2 Wind-Induced Forces – Tornadoes and Hurricanes |
108 | 4.3 Effects of Extreme-Wind Forces |
116 | 4.4 Multi-Hazard Considerations |
121 | 4.5 Other Hazards |
122 | 4.6 Fire Protection and Life Safety |
123 | 5 Types, Locations, andSiting of Safe Rooms 5.1 Safe Room Types |
125 | 5.2 Single-Use and Multi-Use Safe Rooms |
128 | 5.3 Modifying and Retrofitting Existing Spaces |
131 | 5.4 Community Safe Rooms for Neighborhoods |
133 | 5.5 Community Safe Rooms at Public Facilities |
135 | 5.6 Safe Room Site Selection |
136 | 5.7 Locating Safe Rooms on Building Sites |
141 | 6 Commentary on LoadDetermination andStructural Design Criteria 6.1 Commentary on the General Approach |
149 | 6.2 Commentary on Load Combinations |
156 | 6.3 Commentary on Tornado Community Safe Room Design Criteria |
161 | 6.4 Commentary on Hurricane Community Safe Room DesignCriteria |
163 | 6.5 Commentary on Residential Safe Room Design Criteria |
164 | 6.6 Commentary on Continuous Load Path Concepts |
165 | 6.7 Anchorages and Connections |
169 | 7 Commentary on DebrisImpact PerformanceCriteria for Safe Rooms |
170 | 7.1 Windborne Debris in Tornadoes and Hurricanes |
176 | 7.2 Commentary on Resistance to Missile Loads and SuccessfulTesting Criteria |
184 | 7.3 Commentary on Performance of Wall and Roof AssembliesDuring Debris Impact Tests |
188 | 7.4 Commentary on General Performance of Doors, Door Frames,and Windows During Debris Impact Tests |
196 | 7.5 Commentary on Soil Protection From Debris Impact 7.6 Commentary on Large Falling Debris |
199 | 8 Human Factors Criteria 8.1 Protection of Critical Support Systems |
200 | 8.2 Occupancy Duration 8.3 Ventilation |
203 | 8.4 Square Footage, Occupancy, and Egress Recommendations |
205 | 8.5 Distance and Travel Time |
206 | 8.6 Americans with Disabilities Act (ADA) |
207 | 8.7 Special Needs 8.8 Lighting |
208 | 8.9 Emergency Provisions |
210 | 8.10 Standby Power |
211 | 9 Emergency ManagementConsiderations |
212 | 9.1 Community Safe Room Operations Plan |
217 | 9.2 Community Safe Room Maintenance Plan |
218 | 9.3 Commercial or Public Building Safe Room Operations Plan |
220 | 9.4 Signage |
223 | 10 References |
229 | Appendix A Acknowledgments |
235 | Appendix B Safe Room Assessment andDesign Tools |
237 | B.1 Extreme-Wind RefugeArea Evaluation Checklists |
269 | B.2 Designer Checklists |
273 | Appendix C Case Study 1 – Stand-AloneCommunity Safe Room |
279 | Community Safe Room Plan Drawings |
293 | Community Safe Room (CSR) Sample Standard Operating Procedures (SOP) |
337 | Appendix D Case Study II – School Community Safe Room |
343 | Witchita School Plan Drawings |
353 | Appendix E Wall Sections That Passed Previous Missile Impact Tests |
359 | Appendix F Doors and Hardware That Passed Previous MissileImpact Tests |
365 | Appendix G Design Guidance on MissileImpact Protection Levels forWood Sheathing |
369 | Appendix H Acronyms and Abbreviations |