{"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>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSafe Rooms for Tornadoes and Hurricanes <\/td>\n<\/tr>\n
4<\/td>\nPreface <\/td>\n<\/tr>\n
5<\/td>\nTable of Contents <\/td>\n<\/tr>\n
13<\/td>\nIntroduction to FEMA P-361 <\/td>\n<\/tr>\n
16<\/td>\nPart A <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER A1 – Purpose and Background <\/td>\n<\/tr>\n
18<\/td>\nA1.1 Purpose <\/td>\n<\/tr>\n
19<\/td>\nA1.2 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>\nA1.2.2 Development of ICC 500
A1.2.3 ICC 500 Comparison with FEMA P-361 <\/td>\n<\/tr>\n
21<\/td>\nA1.2.4 FEMA Safe Room Grant Funding Program
A1.3 Safe Room Terminology <\/td>\n<\/tr>\n
22<\/td>\nA1.3.1 Terminology <\/td>\n<\/tr>\n
23<\/td>\nA1.3.2 Types of Safe Rooms <\/td>\n<\/tr>\n
24<\/td>\nA1.4 Deciding Whether to Install a Safe Room <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER A2 – Extreme-Wind Risk Assessmentand Analysis <\/td>\n<\/tr>\n
27<\/td>\nA2.1 Risk Assessment
A2.1.1 Assessing Threat
A2.1.1.1 Tornado Threat <\/td>\n<\/tr>\n
31<\/td>\nA2.1.1.2 Hurricane Threat <\/td>\n<\/tr>\n
34<\/td>\nA2.1.2 Assessing Vulnerability
A2.1.2.1 Assessing Building Vulnerability <\/td>\n<\/tr>\n
35<\/td>\nA2.1.2.2 Assessing Vulnerable Population <\/td>\n<\/tr>\n
36<\/td>\nA2.2 Risk Analysis
A2.2.1 Analyzing Risk
A2.2.2 Considering Multi-Hazards in Safe Room Design <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 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>\nA3.1.2 Cost and Size Data from Constructed and Proposed Safe Room Projects
A3.1.3 New Construction versus Retrofit <\/td>\n<\/tr>\n
41<\/td>\nA3.1.4 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>\nCHAPTER A4 – Operation and MaintenanceConsiderations for CommunitySafe Rooms <\/td>\n<\/tr>\n
44<\/td>\nA4.1 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>\nA4.1.3 Duration of Occupancy <\/td>\n<\/tr>\n
46<\/td>\nA4.1.4 Intended Occupants <\/td>\n<\/tr>\n
47<\/td>\nA4.2 Staffing and Personnel Considerations
A4.2.1 Roles and Responsibilities
A4.2.2 Contact Lists <\/td>\n<\/tr>\n
48<\/td>\nA4.2.3 Staff Training <\/td>\n<\/tr>\n
49<\/td>\nA4.2.4 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>\nA4.3.2 Signage <\/td>\n<\/tr>\n
51<\/td>\nA4.3.3 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>\nA4.3.6 Pets <\/td>\n<\/tr>\n
53<\/td>\nA4.4 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>\nA4.5 Access and Entry
A4.5.1 Parking
A4.5.2 Entering the Safe Room <\/td>\n<\/tr>\n
55<\/td>\nA4.5.3 Registering Occupants
A4.5.4 Locking Down the Safe Room <\/td>\n<\/tr>\n
56<\/td>\nA4.6 Operations during an Event
A4.6.1 Security
A4.6.2 First Aid and Health Services <\/td>\n<\/tr>\n
57<\/td>\nA4.6.3 Communication
A4.7 Post-Event Operations
A4.8 Maintenance <\/td>\n<\/tr>\n
59<\/td>\nPart B <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER B1 – Application and Administration
B1.1 Criteria <\/td>\n<\/tr>\n
61<\/td>\nB1.2 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>\nB1.2.1.2 Single-Use Safe Rooms (Reference: ICC 500 Sec 104.2) <\/td>\n<\/tr>\n
64<\/td>\nB1.2.2 Permitting, Review, andInspections (Reference: ICC 500 Sec 105 and 106) <\/td>\n<\/tr>\n
65<\/td>\nB1.2.2.1 Permitting and Code Compliance
B1.2.2.2 Peer Review (Reference: ICC 500 Sec 106.1.1) <\/td>\n<\/tr>\n
66<\/td>\nB1.2.2.3 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>\nB1.2.3 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>\nB1.2.4 Design Information Signage and Labeling (Reference: ICC 500 Sec 108) <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER B2 – Definitions <\/td>\n<\/tr>\n
75<\/td>\nCHAPTER B3 – Structural Design
B3.1 Criteria
B3.2 FEMA Supplemental Commentary <\/td>\n<\/tr>\n
76<\/td>\nB3.2.1 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>\nB3.2.1.1.1 Stand-Alone Safe Rooms
B3.2.1.1.2 Internal Safe Rooms <\/td>\n<\/tr>\n
78<\/td>\nB3.2.1.2 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>\nB3.2.3.1 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>\nB3.2.4 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>\nB3.2.4.1.2 Tornado Design Wind Speed Map (Reference: ICC 500 Sec 304.2) <\/td>\n<\/tr>\n
84<\/td>\nB3.2.4.1.3 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>\nB3.2.4.1.5 Potential for Exceeding Design Wind Speed <\/td>\n<\/tr>\n
86<\/td>\nB3.2.4.2 Calculating Wind Loads
B3.2.4.2.1 Parameters for Calculating Wind Pressures <\/td>\n<\/tr>\n
87<\/td>\nB3.2.4.2.2 Using the ASCE 7 Directional Procedure <\/td>\n<\/tr>\n
92<\/td>\nB3.2.4.2.3 Combination of Wind Loads: MWFRS and C&C <\/td>\n<\/tr>\n
93<\/td>\nB3.2.4.3 Continuous Load Path Concepts <\/td>\n<\/tr>\n
95<\/td>\nB3.2.4.3.1 Anchorages and Connections
B3.2.4.3.2 Roof Connections and Roof-to-Wall Connections <\/td>\n<\/tr>\n
96<\/td>\nB3.2.4.3.3 Foundation-to-Wall Connections (Reference: ICC 500 Sec 308) <\/td>\n<\/tr>\n
97<\/td>\nB3.2.5 Debris Hazards (Reference: ICC 500 Sec 305) <\/td>\n<\/tr>\n
98<\/td>\nB3.2.5.1 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>\nB3.2.5.3 Test Missile Criteria for Residential Safe Rooms <\/td>\n<\/tr>\n
100<\/td>\nB3.2.5.4 Soil Cover as Protection from Debris Impact <\/td>\n<\/tr>\n
101<\/td>\nB3.2.5.5 Lay Down, Rollover, Collapse, and Large Falling\/Flying Debris Hazards (Reference: ICC 500 Sec 305.3) <\/td>\n<\/tr>\n
104<\/td>\nB3.2.6 Component Design and Testing (Reference: ICC Sec 306) <\/td>\n<\/tr>\n
107<\/td>\nCHAPTER B4 – Siting
B4.1 Criteria <\/td>\n<\/tr>\n
110<\/td>\nB4.2 FEMA Supplemental Commentary
B4.2.1 General Siting Considerations
B4.2.1.1 Function and Use <\/td>\n<\/tr>\n
111<\/td>\nB4.2.1.2 Safety
B4.2.1.3 Access <\/td>\n<\/tr>\n
112<\/td>\nB4.2.1.4 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>\nB4.2.1.7 Manmade Siting Hazards(Reference: ICC 500 Sec 402) <\/td>\n<\/tr>\n
114<\/td>\nB4.2.1.8 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>\nB4.2.2.2 Flood Design Criteria for Community Safe Rooms <\/td>\n<\/tr>\n
120<\/td>\nB4.2.2.3 Flood Design Criteria for Residential Safe Rooms <\/td>\n<\/tr>\n
124<\/td>\nCHAPTER B5 – Occupancy, Means of Egress,Access and Accessibility
B5.1 Criteria
B5.2 FEMA Supplemental Commentary <\/td>\n<\/tr>\n
125<\/td>\nB5.2.1 Community Safe Rooms (Reference: ICC 500 Sec 501) <\/td>\n<\/tr>\n
127<\/td>\nB5.2.1.1 Calculation of Usable Floor Area of a CommunitySafe Room (Reference: ICC 500 Sec 501.1.2) <\/td>\n<\/tr>\n
128<\/td>\nB5.2.1.2 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>\nB5.2.1.4 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>\nB5.2.1.4.2 Access and Functional Needs
B5.2.2 Residential Safe Rooms (Reference: ICC 500 Sec 502) <\/td>\n<\/tr>\n
131<\/td>\nB5.2.3 Locks and Latching (Reference: ICC 500 Sec 503) <\/td>\n<\/tr>\n
132<\/td>\nB5.2.4 Signage for Community Safe Rooms (Reference: ICC 500 Sec 504) <\/td>\n<\/tr>\n
133<\/td>\nCHAPTER B6 – Fire Safety <\/td>\n<\/tr>\n
135<\/td>\nCHAPTER B7 – Essential Features and Accessories
B7.1 Criteria <\/td>\n<\/tr>\n
136<\/td>\nB7.2 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>\nB7.2.3 Sanitation Management (Reference: ICC 500 Sec 702.2 and 703.2) <\/td>\n<\/tr>\n
138<\/td>\nB7.2.4 Lighting (Reference: ICC 500 Sec 702.3 and 703.4) <\/td>\n<\/tr>\n
139<\/td>\nB7.2.5 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>\nCHAPTER B8 – Test Methods for Impact andPressure Testing
B8.1 Criteria
B8.2 FEMA Supplemental Commentary <\/td>\n<\/tr>\n
142<\/td>\nB8.2.1 Wind-borne Debris in Tornadoes and Hurricanes <\/td>\n<\/tr>\n
147<\/td>\nB8.2.1.1 Debris Potential at Safe Room Sites
B8.2.1.2 Representative Missiles for Debris Impact Testing <\/td>\n<\/tr>\n
149<\/td>\nB8.2.1.2.1 Tornado Test Missile
B8.2.1.2.2 Hurricane Test Missile <\/td>\n<\/tr>\n
150<\/td>\nB8.2.2 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>\nB8.2.2.2 Induced Loads from the Test Missile and Other Debris <\/td>\n<\/tr>\n
155<\/td>\nB8.2.3 Performance of Wall and Roof Assemblies during Tornado Missile Impact Tests <\/td>\n<\/tr>\n
156<\/td>\nB8.2.3.1 Impact Resistance of Wood Wall Assemblies
B8.2.3.2 Impact Resistance of Wall Assemblies with Steel Sheathing <\/td>\n<\/tr>\n
157<\/td>\nB8.2.3.3 Impact Resistance of Concrete Masonry Unit Wall Assemblies <\/td>\n<\/tr>\n
158<\/td>\nB8.2.3.4 Impact Resistance of Reinforced Concrete Wall and Roof Assemblies <\/td>\n<\/tr>\n
161<\/td>\nB8.2.4 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>\nB8.2.4.2 Glazed Opening Assemblies <\/td>\n<\/tr>\n
163<\/td>\nB8.2.4.3 Impact Protective Systems
B8.2.5 Test Laboratory Accreditation
B8.2.5 Test Laboratory Accreditation <\/td>\n<\/tr>\n
164<\/td>\nCHAPTER B9 – References and Resources <\/td>\n<\/tr>\n
168<\/td>\nB9.1 Storm Surge Inundation Data <\/td>\n<\/tr>\n
170<\/td>\nAppendices <\/td>\n<\/tr>\n
171<\/td>\nAPPENDIX A – Acronyms <\/td>\n<\/tr>\n
174<\/td>\nAPPENDIX B – Acknowledgments <\/td>\n<\/tr>\n
180<\/td>\nAPPENDIX C – Designer Checklist <\/td>\n<\/tr>\n
186<\/td>\nAPPENDIX 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\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2015<\/td>\n189<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137798,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-137797","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\/137797","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\/137798"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137797"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137797"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137797"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}