{"id":137797,"date":"2024-10-19T07:57:56","date_gmt":"2024-10-19T07:57:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-361-2015\/"},"modified":"2024-10-25T00:09:05","modified_gmt":"2024-10-25T00:09:05","slug":"fema-p-361-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-361-2015\/","title":{"rendered":"FEMA P 361 2015"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | Safe Rooms for Tornadoes and Hurricanes <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Introduction to FEMA P-361 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Part A <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | CHAPTER A1 – Purpose and Background <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | A1.1 Purpose <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | A1.2 Background on FEMA Safe Room DesignHistory and ICC Code Development A1.2.1 Development of FEMA Safe Room Guidance <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | A1.2.2 Development of ICC 500 A1.2.3 ICC 500 Comparison with FEMA P-361 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | A1.2.4 FEMA Safe Room Grant Funding Program A1.3 Safe Room Terminology <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | A1.3.1 Terminology <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | A1.3.2 Types of Safe Rooms <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | A1.4 Deciding Whether to Install a Safe Room <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | CHAPTER A2 – Extreme-Wind Risk Assessmentand Analysis <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | A2.1 Risk Assessment A2.1.1 Assessing Threat A2.1.1.1 Tornado Threat <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | A2.1.1.2 Hurricane Threat <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | A2.1.2 Assessing Vulnerability A2.1.2.1 Assessing Building Vulnerability <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | A2.1.2.2 Assessing Vulnerable Population <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | A2.2 Risk Analysis A2.2.1 Analyzing Risk A2.2.2 Considering Multi-Hazards in Safe Room Design <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | CHAPTER A3 – Costs and Benefit-Cost Analysis A3.1 Safe Room Costs A3.1.1 Design Parameters That Affect Safe Room Costs <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | A3.1.2 Cost and Size Data from Constructed and Proposed Safe Room Projects A3.1.3 New Construction versus Retrofit <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | A3.1.4 Cost of Hurricane Community Safe Room versus Combined Tornado and Hurricane Community Safe Room A3.2 Benefit-Cost Analysis A3.2.1 Benefit-Cost Analysis Software A3.2.2 Determining Project Benefits <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | CHAPTER A4 – Operation and MaintenanceConsiderations for CommunitySafe Rooms <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | A4.1 Safe Room O&M Plan Objectives and Parameters A4.1.1 Safe Room Design A4.1.2 Multi-Use versus Single-Use <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | A4.1.3 Duration of Occupancy <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | A4.1.4 Intended Occupants <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | A4.2 Staffing and Personnel Considerations A4.2.1 Roles and Responsibilities A4.2.2 Contact Lists <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | A4.2.3 Staff Training <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | A4.2.4 Work Shifts A4.3 Community Outreach and Notification A4.3.1 Identifying Potential Safe Room Occupant Population and Providing Information <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | A4.3.2 Signage <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | A4.3.3 Expectation of Safe Room Use during Off-Hours A4.3.4 Information on the Access and FunctionalNeeds of Potential Safe Room Occupants A4.3.5 Alert Signals and Drills <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | A4.3.6 Pets <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | A4.4 Emergency Provisions A4.4.1 Food and Water A4.4.2 Communications Equipment A4.4.3 Emergency Supplies (ICC 500 Sec 702.4 and 703.7) <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | A4.5 Access and Entry A4.5.1 Parking A4.5.2 Entering the Safe Room <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | A4.5.3 Registering Occupants A4.5.4 Locking Down the Safe Room <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | A4.6 Operations during an Event A4.6.1 Security A4.6.2 First Aid and Health Services <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | A4.6.3 Communication A4.7 Post-Event Operations A4.8 Maintenance <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Part B <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | CHAPTER B1 – Application and Administration B1.1 Criteria <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | B1.2 FEMA Supplemental Commentary B1.2.1 Single-Use and Multi-Use Safe Rooms (Reference: ICC 500 Sec 104) B1.2.1.1 Multi-Use Safe Rooms (Reference: ICC 500 Sec 104.1) <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | B1.2.1.2 Single-Use Safe Rooms (Reference: ICC 500 Sec 104.2) <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | B1.2.2 Permitting, Review, andInspections (Reference: ICC 500 Sec 105 and 106) <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | B1.2.2.1 Permitting and Code Compliance B1.2.2.2 Peer Review (Reference: ICC 500 Sec 106.1.1) <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | B1.2.2.3 Special Inspections and Acceptance (Reference: ICC 500 Sec 106.2, 106.3) B1.2.2.4 Structural Observations (Reference: ICC 500 Sec 106.4) <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | B1.2.3 Construction Documents (Reference: ICC 500 Sec 107) B1.2.3.1 Quality Assurance \/ Quality Control (Reference: ICC 500 Sec 107.3) <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | B1.2.4 Design Information Signage and Labeling (Reference: ICC 500 Sec 108) <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | CHAPTER B2 – Definitions <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | CHAPTER B3 – Structural Design B3.1 Criteria B3.2 FEMA Supplemental Commentary <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | B3.2.1 General Approach to the Structural Design of Safe Rooms (Reference: ICC Sec 301) B3.2.1.1 Design Considerations and Safe Room Types <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | B3.2.1.1.1 Stand-Alone Safe Rooms B3.2.1.1.2 Internal Safe Rooms <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | B3.2.1.2 Structural and Building Envelope Characteristics of Safe Rooms B3.2.2 Load Combinations (Reference: ICC 500 Sec 302) B3.2.3 Non-Wind Load Considerations (Reference: ICC 500 Sec 303) <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | B3.2.3.1 Rain Loads B3.2.3.2 Roof Live Loads B3.2.3.3 Flood Loads B3.2.3.4 Seismic Loads and Seismic Detailing <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | B3.2.4 Wind Loads and Design (ICC 500 Sec 304) B3.2.4.1 Design Wind Speeds for Safe Rooms B3.2.4.1.1 Background on Safe Room Design Wind Speed Maps <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | B3.2.4.1.2 Tornado Design Wind Speed Map (Reference: ICC 500 Sec 304.2) <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | B3.2.4.1.3 Hurricane Design Wind Speed Map (Reference: ICC 500 Sec 304.2) B3.2.4.1.4 Wind Speeds for Alaska <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | B3.2.4.1.5 Potential for Exceeding Design Wind Speed <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | B3.2.4.2 Calculating Wind Loads B3.2.4.2.1 Parameters for Calculating Wind Pressures <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | B3.2.4.2.2 Using the ASCE 7 Directional Procedure <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | B3.2.4.2.3 Combination of Wind Loads: MWFRS and C&C <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | B3.2.4.3 Continuous Load Path Concepts <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | B3.2.4.3.1 Anchorages and Connections B3.2.4.3.2 Roof Connections and Roof-to-Wall Connections <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | B3.2.4.3.3 Foundation-to-Wall Connections (Reference: ICC 500 Sec 308) <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | B3.2.5 Debris Hazards (Reference: ICC 500 Sec 305) <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | B3.2.5.1 Test Missile Criteria for Tornado Community Safe Rooms (Reference: ICC 500 Sec 305.1.1) B3.2.5.2 Test Missile Criteria for Hurricane Community Safe Rooms (Reference: ICC 500 Sec 305.1.2) <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | B3.2.5.3 Test Missile Criteria for Residential Safe Rooms <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | B3.2.5.4 Soil Cover as Protection from Debris Impact <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | B3.2.5.5 Lay Down, Rollover, Collapse, and Large Falling\/Flying Debris Hazards (Reference: ICC 500 Sec 305.3) <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | B3.2.6 Component Design and Testing (Reference: ICC Sec 306) <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | CHAPTER B4 – Siting B4.1 Criteria <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | B4.2 FEMA Supplemental Commentary B4.2.1 General Siting Considerations B4.2.1.1 Function and Use <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | B4.2.1.2 Safety B4.2.1.3 Access <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | B4.2.1.4 Siting Proximity to Other Buildings B4.2.1.5 Siting Proximity to Occupants for Residential Safe Rooms (Reference: ICC 500 Sec 401) B4.2.1.6 Siting Proximity to Occupants for Community Safe Rooms <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | B4.2.1.7 Manmade Siting Hazards(Reference: ICC 500 Sec 402) <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | B4.2.1.8 Other Criteria to Consider B4.2.2 Flood Hazards (Reference: ICC 500 Sec 401 and Sec 404) B4.2.2.1 General Flood Hazard Siting \/ Elevation <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | B4.2.2.2 Flood Design Criteria for Community Safe Rooms <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | B4.2.2.3 Flood Design Criteria for Residential Safe Rooms <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | CHAPTER B5 – Occupancy, Means of Egress,Access and Accessibility B5.1 Criteria B5.2 FEMA Supplemental Commentary <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | B5.2.1 Community Safe Rooms (Reference: ICC 500 Sec 501) <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | B5.2.1.1 Calculation of Usable Floor Area of a CommunitySafe Room (Reference: ICC 500 Sec 501.1.2) <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | B5.2.1.2 Number of Doors for a Safe Room (Reference: ICC 500 Sec 501.2) B5.2.1.3 Emergency Escape Opening (Reference: ICC 500 Sec 501.4) <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | B5.2.1.4 Americans with Disabilities Act (Reference: ICC 500 Sec 501.6) B5.2.1.4.1 Travel Time and Access <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | B5.2.1.4.2 Access and Functional Needs B5.2.2 Residential Safe Rooms (Reference: ICC 500 Sec 502) <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | B5.2.3 Locks and Latching (Reference: ICC 500 Sec 503) <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | B5.2.4 Signage for Community Safe Rooms (Reference: ICC 500 Sec 504) <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | CHAPTER B6 – Fire Safety <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | CHAPTER B7 – Essential Features and Accessories B7.1 Criteria <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | B7.2 FEMA Supplemental Commentary B7.2.1 Occupancy Duration B7.2.2 Ventilation (Reference: ICC 500 Sec 702.1 and 703.1) <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | B7.2.3 Sanitation Management (Reference: ICC 500 Sec 702.2 and 703.2) <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | B7.2.4 Lighting (Reference: ICC 500 Sec 702.3 and 703.4) <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | B7.2.5 Standby (Emergency) Power (Reference: ICC 500 Sec 702.3, 703.4, 703.5 and 703.6) B7.2.6 Water Supply (Reference: ICC Sec 703.3) <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | CHAPTER B8 – Test Methods for Impact andPressure Testing B8.1 Criteria B8.2 FEMA Supplemental Commentary <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | B8.2.1 Wind-borne Debris in Tornadoes and Hurricanes <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | B8.2.1.1 Debris Potential at Safe Room Sites B8.2.1.2 Representative Missiles for Debris Impact Testing <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | B8.2.1.2.1 Tornado Test Missile B8.2.1.2.2 Hurricane Test Missile <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | B8.2.2 Resistance to Test Missile Loads and Successful Testing Criteria B8.2.2.1 Debris Impact Test Speeds for Representative Missiles <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | B8.2.2.2 Induced Loads from the Test Missile and Other Debris <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | B8.2.3 Performance of Wall and Roof Assemblies during Tornado Missile Impact Tests <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | B8.2.3.1 Impact Resistance of Wood Wall Assemblies B8.2.3.2 Impact Resistance of Wall Assemblies with Steel Sheathing <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | B8.2.3.3 Impact Resistance of Concrete Masonry Unit Wall Assemblies <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | B8.2.3.4 Impact Resistance of Reinforced Concrete Wall and Roof Assemblies <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | B8.2.4 Performance of Door, Glazed Openings, and Impact ProtectiveSystems during Debris Impact and Pressure Tests B8.2.4.1 Door Assemblies <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | B8.2.4.2 Glazed Opening Assemblies <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | B8.2.4.3 Impact Protective Systems B8.2.5 Test Laboratory Accreditation B8.2.5 Test Laboratory Accreditation <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | CHAPTER B9 – References and Resources <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | B9.1 Storm Surge Inundation Data <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Appendices <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | APPENDIX A – Acronyms <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | APPENDIX B – Acknowledgments <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | APPENDIX C – Designer Checklist <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | APPENDIX D – Comparison Matrix of DifferencesBetween ICC 500 Requirements andFEMA Recommended Criteria <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA P-361 – Safe Rooms for Tornadoes and Hurricanes, Third Edition<\/b><\/p>\n |