FEMA 453 Design Guidance for Shelters and Safe Rooms

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At the Federal headquarters level, incident information-sharing, operational planning, and deployment of Federal resources are coordinated by the Homeland Security Operations Center (HSOC), and its component element, the National Response Coordination Center (NRCC). The national structure for incident management establishes a clear progression of coordination and communication from the local level to the regional level to the national headquarters level. The local incident command structures (namely the Incident Command Post (ICP) and Area Command) are responsible for directing on-scene emergency management and maintaining command and control of on-scene incident operations. Figure 4-2 is a flowchart of initial National-level incident management actions. A CBRE event can affect a large region and the shelter designer should consider how response and recovery teams can access and work in the vicinity of an incident as shown in Figure 4-3. An Emergency Management Group (EMG) is the team responsible for the direction and control of a shelter plan. It controls all incident-related activities. The Incident Commander (IC) oversees the technical aspects of the response. The EMG supports the IC by allocating resources and by interfacing with the community, the media, outside response organizations, and regulatory agencies. The EMG is headed by the Emergency Director (ED), who should be the facility manager. The ED is in command and control of all aspects of the emergency. Other EMG members should be senior managers who have the authority to: m Determine the short- and long-term effects of an emergency m Order the evacuation or shutdown of the facility m Interface with outside organizations and the media m Issue press releases EmErgEncy managEmEnt considErations 4-5
From established reporting mechanisms, e.g.: • FBi sioc • national response center • nctc • other Federal Eocs • state Eocs • Federal agency command posts • isaos a basic premise of the nrP is that incidents are generally handled at the lowest jurisdictional level possible. in an incident of national significance, the secretary of Homeland security, in coordination with other Federal departments and agencies, initiates actions to prevent, prepare for, respond to, and recover from the incident. these actions are taken in conjunction with state, local, tribal, nongovernmental, and private-sector entities. Figure 4- Flowchart of initial national-level incident management actions soUrcE: dHs nationaL rEsPonsE PLan 4-6 EmErgEncy managEmEnt considErations
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Risk Management Series Design Guida
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Any opinions, findings, conclusions
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This guidance focuses on safe rooms
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protect occupants until law enforce
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of best practices (based on current
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Project Advisory Panel: Ronald Bark
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1.7.1.1. Tornado.or.Short-term.Shel
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2.6.6. RM1.and.RM2.Reinforced.Mason
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4.5. Community.Shelter.Operations.P
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FIgUREs chapter 1 Figure.1-1.. Terr
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Figure.2-16.. Spray-on.elastomer.co
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chapter 4 Figure.4-1.. Preparedness
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in response to the manmade CBRE thr
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decides not to chance fate and cons
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Although operational security measu
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Table 1-2: Safe Evacuation Distance
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Figure 1-1 terrorism by event 1980
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odorless. Their effects occur mainl
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Figure 1-3 radioactive materials sm
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Table 1-3: Correlation of ISC Level
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Table 1-4: ISC CBR Levels of Protec
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m It is partially shielded by the s
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m Single-use shelters. Single-use s
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structure or a new structure to be
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m Territoriality (promotes a sense
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Figure 1- examples of internal shel
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Figure 1-9 examples of internal she
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loading depending upon the building
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model building codes all have provi
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Figure 1-10 national Weather servic
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operations and maintenance plan. De
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For tornado shelters, the most crit
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Reference Standard 6-1 Photolumines
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every building should have an emerg
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Three methods are followed for the
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partitions for areas of about 12,00
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the 2006 editions of nFPa 101, Life
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Figure 1-13 operations Zones, casua
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Figure 1-1 nrP-cis emergency decont
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Figure 1-1 example of Pentagon stag
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Figure 1-19 site and evidence colle
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2.1 OVerVieW Structural deSign crit
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affect the hazard potential of the
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2.2.1 Blast effects in low-rise Bui
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As an example, panelized constructi
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2.3 hardened cOnStructiOn 2.3.1 Str
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Protective design further requires
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deformed, and transfer them to the
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pressures, such that they overcome
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façade materials intact and attach
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2.4 neW cOnStructiOn The design of
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Blast-resistant detailing requires
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the slab, the slab reinforcement mu
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spacing of 16 inches that extends i
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In order for the glazing to realize
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precast panels, the spacing of the
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to a column or a vehicle-borne expl
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without any means of attachment or
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polycarbonate glazing can be mixed
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Rigid catch bar systems were design
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stainless steel cables connected wi
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Alternatively, an unreinforced maso
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Figure 2- 9 Metal stud blast wall I
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2.5.3 checklist for retrofitting is
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Shearwalls consist of straight or d
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Light wood frame structures do not
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eam column joints, all member stres
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Steel moment frame structures provi
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Steel frames with infill masonry wa
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esponse to 500 pounds of TNT at a s
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to provide ductile performance. The
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Unless sited in a seismic zone, con
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Precast concrete frames and shearwa
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uilding. Locating the shelter in th
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Unreinforced load-bearing masonry b
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damage in response to 500 pounds of
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Page 156 and 157: 3.1 oVeRVieW This chapter describes
Page 158 and 159: m Class 2. This class also includes
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Page 162 and 163: 3.3 SaFe RooM CRiTeRia This section
Page 164 and 165: interior room is preferable to a ro
Page 166 and 167: m Penetrations. Measures for reduci
Page 168 and 169: Figure 3- hinged covers facilitate
Page 170 and 171: enclosure subjected to wind and buo
Page 172 and 173: Many models of these indoor air pur
Page 174 and 175: designing and building ultra-high e
Page 176 and 177: Table 3-2: Leakage per Square Foot
Page 178 and 179: 3.5 opeRaTionS anD MainTenanCe For
Page 180 and 181: m Turn on a radio or TV in the safe
Page 182 and 183: Tape, plastic, and carbon dioxide d
Page 184 and 185: m Isolation dampers. Correct damper
Page 186 and 187: 3.7 CoMMiSSioninG a CLaSS 1 CBR SaF
Page 188 and 189: have been appropriately placed to p
Page 190 and 191: m To develop an understanding of th
Page 192 and 193: CBR ThReaT pRoTeCTion Figure 3- Tas
Page 194 and 195: Task 4. Determine How Much Filtered
Page 196 and 197: Pre-heat Coil Module. This module c
Page 198: address system or the single-switch
Page 201 and 202: the Homeland security digital Libra
Page 203: the national Fire Protection associ
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Page 209 and 210: m Weapons of Mass Destruction-Civil
Page 211 and 212: dHs/FEma and the office for domesti
Page 213 and 214: The 48 seconds do not include the t
Page 215 and 216: Figure 4-5 High-rise buildings and
Page 217 and 218: m In the initial phase (hours and d
Page 219 and 220: designated. The following is a list
Page 221 and 222: m Coordinating shelter evacuation p
Page 223 and 224: 4.5.5 notification manager The Noti
Page 225 and 226: Table 4-1: Shelter Equipment and Su
Page 227 and 228: Toilets would be needed by the occu
Page 229 and 230: 4.5.8.7 Emergency Equipment Credenz
Page 231 and 232: FEma’s United states Fire adminis
Page 233 and 234: 4.7.3 event safety procedures The f
Page 235 and 236: 4.9 training and inFormation Employ
Page 237 and 238: Bureau of Alcohol, Tobacco, Firearm
Page 239 and 240: Federal Emergency Management Agency
Page 241 and 242: Phan, L.T., and Simiu, E. 1998. The
Page 243 and 244: Army TM 5-853-4, Security Engineeri
Page 245 and 246: Corps of Engineers Guide Specificat
Page 247 and 248: Addresses workplace vulnerability t
Page 249 and 250: State of Florida Shelter Plan, Flor
Page 251 and 252: Management (2003) http://floridadis
Page 253 and 254: UL 586, High-Efficiency, Particulat
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C CA California C&C components and
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F FBI Federal Bureau of Investigati
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J JFO Joint Field Office K kb kilob
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O O.C. on center OG outer garments
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U UBC Building Code UCRL University
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FEMA 453 Design Guidance for Shelters and Safe Rooms

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