{"id":74241,"date":"2024-10-17T16:47:45","date_gmt":"2024-10-17T16:47:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p908-2012\/"},"modified":"2024-10-24T19:14:34","modified_gmt":"2024-10-24T19:14:34","slug":"fema-p908-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p908-2012\/","title":{"rendered":"FEMA P908 2012"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFront Cover
\n <\/td>\n<\/tr>\n
2<\/td>\nDisclaimer
\n <\/td>\n<\/tr>\n
3<\/td>\nTitle Page
\n <\/td>\n<\/tr>\n
4<\/td>\nMembers of the Mitigation Assessment Team <\/td>\n<\/tr>\n
5<\/td>\nDedication <\/td>\n<\/tr>\n
6<\/td>\nCover Photo Captions
\n <\/td>\n<\/tr>\n
7<\/td>\nExecutive Summary <\/td>\n<\/tr>\n
8<\/td>\nObservations <\/td>\n<\/tr>\n
11<\/td>\nRecommendations <\/td>\n<\/tr>\n
15<\/td>\nTable of Contents
\n <\/td>\n<\/tr>\n
23<\/td>\nList of Figures <\/td>\n<\/tr>\n
43<\/td>\nList of Tables <\/td>\n<\/tr>\n
47<\/td>\nChapter 1.
\nIntroduction <\/td>\n<\/tr>\n
48<\/td>\n1.1\tFEMA Mitigation Assessment Teams
1.1.1\tPurpose of the 2011 Tornado Mitigation Assessment Team <\/td>\n<\/tr>\n
50<\/td>\n1.1.2\tTeam Composition
1.1.3\tMethodology <\/td>\n<\/tr>\n
52<\/td>\n1.1.4\tTypes of Buildings and Structures Assessed by the MAT <\/td>\n<\/tr>\n
55<\/td>\n1.1.5\tInvolvement of State and Local Agencies
1.1.6\tPast Tornado MAT Deployments <\/td>\n<\/tr>\n
57<\/td>\n1.2\tTerminology and Background for
\nTornado Protection Alternatives <\/td>\n<\/tr>\n
60<\/td>\n1.3\t2011 Tornado Recovery Advisories <\/td>\n<\/tr>\n
61<\/td>\n1.4\tOrganization of Report <\/td>\n<\/tr>\n
63<\/td>\nChapter 2. Meteorological Background and Tornado Events of 2011 <\/td>\n<\/tr>\n
64<\/td>\n2.1\tTornado Prediction <\/td>\n<\/tr>\n
65<\/td>\n2.2\tEnhanced Fujita Scale <\/td>\n<\/tr>\n
66<\/td>\n2.3\tTornado Winds and Damage Patterns <\/td>\n<\/tr>\n
68<\/td>\n2.4\tNational Weather Service Tornado Warning Strategies and Ratings
2.4.1\tTornado Watches and Warnings <\/td>\n<\/tr>\n
69<\/td>\n2.4.2\tNWS EF Rating Assignments <\/td>\n<\/tr>\n
70<\/td>\n2.5\tTornado Events of Spring 2011
2.5.1\tApril 25\u201328, 2011 Tornadoes in the Mid-South Area of the United States
2.5.1.1\tApril 18\u201324, 2011 <\/td>\n<\/tr>\n
72<\/td>\n2.5.1.2\tApril 25, 2011 <\/td>\n<\/tr>\n
73<\/td>\n2.5.1.3\tApril 26, 2011
2.5.1.4\tApril 27, 2011, 2:00 a.m. to 12:00 p.m. <\/td>\n<\/tr>\n
74<\/td>\n2.5.1.5\tApril 27, 2011, 2:30 p.m. to 3:00 p.m.: Philadelphia, MS, Tornado #24, and Cullman, AL, Tornado #38 <\/td>\n<\/tr>\n
75<\/td>\n2.5.1.6\tApril 27, 2011, 3:00 p.m.: Hackleburg to Huntsville, AL, Tornado #40 <\/td>\n<\/tr>\n
76<\/td>\n2.5.1.7\tApril 27, 2011, 3:30 p.m.: Smithville, MS, Tornado #43 <\/td>\n<\/tr>\n
77<\/td>\n2.5.1.8\tApril 27, 2011, 3:38 p.m.: Cordova, AL, Tornado #41\/#49 <\/td>\n<\/tr>\n
78<\/td>\n2.5.1.9\tApril 27, 2011: Macon County Supercell Thunderstorm, Tornado #46 <\/td>\n<\/tr>\n
79<\/td>\n2.5.2\tMay 22, 2011 Storms in Missouri <\/td>\n<\/tr>\n
80<\/td>\n2.5.2.1\tSummary of Synoptic Setting and Mesoscale Environment <\/td>\n<\/tr>\n
81<\/td>\n2.5.2.2\tDamage and Path of the Joplin Tornado <\/td>\n<\/tr>\n
83<\/td>\nChapter 3.
\nDesign and Construction Considerations <\/td>\n<\/tr>\n
84<\/td>\n3.1\tEffects of Wind Loading on Structures <\/td>\n<\/tr>\n
88<\/td>\n3.2\tWind-Borne Debris <\/td>\n<\/tr>\n
90<\/td>\n3.2.1\tMissile Types and Sizes <\/td>\n<\/tr>\n
93<\/td>\n3.2.2\tWind-Borne Missile Quantity <\/td>\n<\/tr>\n
95<\/td>\n3.3\tFederal, State, and Local Regulations <\/td>\n<\/tr>\n
96<\/td>\n3.3.1\tInternational Building Code and International Residential Code
3.3.2\tInternational Codes and Storm Shelters <\/td>\n<\/tr>\n
97<\/td>\n3.3.3\tState and Local Codes and Regulations in Areas Visited by the MAT <\/td>\n<\/tr>\n
99<\/td>\n3.3.3.1\tAlabama <\/td>\n<\/tr>\n
100<\/td>\n3.3.3.2\tGeorgia
3.3.3.3\tMississippi
3.3.3.4\tTennessee <\/td>\n<\/tr>\n
101<\/td>\n3.3.3.5\tMissouri <\/td>\n<\/tr>\n
103<\/td>\nChapter 4.
\nObservations on Residential Building Performance <\/td>\n<\/tr>\n
104<\/td>\n4.1\tOne- and Two-Family Residences <\/td>\n<\/tr>\n
105<\/td>\n4.1.1\tEF Rating Evaluation of Residential Buildings <\/td>\n<\/tr>\n
106<\/td>\n4.1.2\tDescription of Progressive Damage for One- and Two-Family
\nResidential Buildings <\/td>\n<\/tr>\n
107<\/td>\n4.1.3\tLoss of Roof Covering and Exterior Siding (DOD 2) <\/td>\n<\/tr>\n
108<\/td>\n4.1.4\tGlazing Damage (DOD 3) <\/td>\n<\/tr>\n
110<\/td>\n4.1.5\tGarage Doors Collapse Inward (DOD 4) <\/td>\n<\/tr>\n
112<\/td>\n4.1.6\tUplift of Roof Decks (DOD 4) <\/td>\n<\/tr>\n
115<\/td>\n4.1.7\tGable End Walls: Vulnerability Related to Uplift of Roof Deck (DOD 4) <\/td>\n<\/tr>\n
116<\/td>\n4.1.8\tEntire House Shifts Off Foundation (DOD 5) <\/td>\n<\/tr>\n
117<\/td>\n4.1.9\tRoof Structure Removed (DOD 6) <\/td>\n<\/tr>\n
120<\/td>\n4.1.10\tCollapse of Framed Walls (DOD 6\u20139) <\/td>\n<\/tr>\n
122<\/td>\n4.1.11\tWall Framing-to-Foundation Connection Failure:
\nDamage Related to Collapse of Framed Walls (DOD 7\u20139) <\/td>\n<\/tr>\n
126<\/td>\n4.2\tMulti-Family Residences
4.2.1\tEF Rating Evaluation of Multi-Family Residential Buildings
4.2.1\tChastain Manor Apartments (Tuscaloosa, AL) <\/td>\n<\/tr>\n
132<\/td>\n4.2.3\tMercy Village Apartments (Joplin, MO) <\/td>\n<\/tr>\n
137<\/td>\n4.3\tSummary of Conclusions and Recommendations <\/td>\n<\/tr>\n
141<\/td>\nChapter 5.
\nObservations on Commercial and Industrial Building Performance <\/td>\n<\/tr>\n
145<\/td>\n5.1\tTilt-Up Precast Concrete Walls with Steel Joist Roof System
5.1.1\tDescription of Construction Method and Load Path <\/td>\n<\/tr>\n
146<\/td>\n5.1.2\tTypical Failure Modes Observed by the MAT
5.1.3\tHome Depot (Joplin, MO) <\/td>\n<\/tr>\n
156<\/td>\n5.2\tLoad Bearing Masonry with Steel Joist Roof System <\/td>\n<\/tr>\n
157<\/td>\n5.2.1\tDescription of Construction Methods and Load Path
5.2.2\tTypical Failure Modes Observed by the MAT <\/td>\n<\/tr>\n
158<\/td>\n5.2.3\tStrip Mall \u2013 Dry Cleaner, Two Large Retail Stores, and Other Stores (Tuscaloosa, AL) <\/td>\n<\/tr>\n
162<\/td>\n5.2.4\tJefferson Metro Care (Birmingham, AL) <\/td>\n<\/tr>\n
167<\/td>\n5.2.5\tWalmart (Joplin, MO) <\/td>\n<\/tr>\n
176<\/td>\n5.3\tLight Steel Frame Buildings
5.3.1\tDescription of Construction Method and Load Path
5.3.2\tTypical Failure Modes Observed by the MAT <\/td>\n<\/tr>\n
177<\/td>\n5.3.3\tFitness Center (Tuscaloosa, AL) <\/td>\n<\/tr>\n
179<\/td>\n5.3.4\tSt. Paul’s United Methodist Church (Joplin, MO) <\/td>\n<\/tr>\n
182<\/td>\n5.4\tReinforced Concrete Frame with CMU Infill Walls <\/td>\n<\/tr>\n
183<\/td>\n5.4.1\tDescription of Construction Method and Load Path
5.4.2\tTypical Failure Modes Observed by the MAT
5.4.3\tOzark Center for Autism (Joplin, MO) <\/td>\n<\/tr>\n
188<\/td>\n5.5\tSummary of Conclusions and Recommendations <\/td>\n<\/tr>\n
193<\/td>\nChapter 6.
\nObservations on Critical Facility Performance: Schools <\/td>\n<\/tr>\n
196<\/td>\n6.1\tBuilding Performance
6.1.1\tAlberta Elementary School (Tuscaloosa, AL) <\/td>\n<\/tr>\n
202<\/td>\n6.1.2\tUniversity Place Elementary School (Tuscaloosa, AL) <\/td>\n<\/tr>\n
210<\/td>\n6.1.3\tRinggold High School and Ringgold Middle School (Ringgold, GA)
6.1.3.1\tRinggold High School <\/td>\n<\/tr>\n
218<\/td>\n6.1.3.2\tRinggold Middle School <\/td>\n<\/tr>\n
221<\/td>\n6.1.4\tJoplin East Middle School (Joplin, MO) <\/td>\n<\/tr>\n
227<\/td>\n6.1.5\tJoplin High School (Joplin, MO) <\/td>\n<\/tr>\n
235<\/td>\n6.2\tOperational Issues <\/td>\n<\/tr>\n
237<\/td>\n6.2.1\tSevere Weather Policy <\/td>\n<\/tr>\n
238<\/td>\n6.2.2\tSevere Weather Communication and Decision Making <\/td>\n<\/tr>\n
239<\/td>\n6.2.3\tChanges for the Future <\/td>\n<\/tr>\n
240<\/td>\n6.2.4\tSummary
6.3\tSummary of Conclusions and Recommendations <\/td>\n<\/tr>\n
241<\/td>\nChapter 7.
\nObservations on Critical Facility Performance: Healthcare, First Responder, and Emergency Operations Centers <\/td>\n<\/tr>\n
243<\/td>\n7.1\tHospitals and Health Care Facilities <\/td>\n<\/tr>\n
244<\/td>\n7.1.1\tBirmingham Nursing and Rehabilitation Center (Birmingham, AL) <\/td>\n<\/tr>\n
247<\/td>\n7.1.2\tLaRocca Nursing Home (Tuscaloosa, AL) <\/td>\n<\/tr>\n
252<\/td>\n7.1.3\tGreenbriar Nursing Home (Joplin, MO) <\/td>\n<\/tr>\n
255<\/td>\n7.1.4\tSt. John’s Medical Center (Joplin, MO) <\/td>\n<\/tr>\n
262<\/td>\n7.2\tFirst Responder Facilities (Police and Fire)
7.2.1\tFultondale Municipal Complex (Fultondale, AL) <\/td>\n<\/tr>\n
264<\/td>\n7.2.1.1\tFire Department <\/td>\n<\/tr>\n
265<\/td>\n7.2.1.2\tLibrary and \u201cShelter\u201d\u009d <\/td>\n<\/tr>\n
266<\/td>\n7.2.1.3\tBuilding and Inspections Department <\/td>\n<\/tr>\n
268<\/td>\n7.2.1.4\tCity Hall <\/td>\n<\/tr>\n
269<\/td>\n7.2.1.5\tSummary of MAT EF Ratings for the Fulton Dale Municipal Complex
7.2.2\tTuscaloosa Fire Station 4 (Tuscaloosa, AL) <\/td>\n<\/tr>\n
274<\/td>\n7.2.3\tWebster’s Chapel Volunteer Fire Department (Wellington, AL) <\/td>\n<\/tr>\n
277<\/td>\n7.2.4\tSmithville Police Department (Smithville, MS) <\/td>\n<\/tr>\n
282<\/td>\n7.3\tEmergency Operations Centers
7.3.1\tTuscaloosa EOC (Tuscaloosa, AL) <\/td>\n<\/tr>\n
289<\/td>\n7.3.2\tCullman County EOC (Cullman, AL) <\/td>\n<\/tr>\n
291<\/td>\n7.4\tSummary of Conclusions and Recommendations <\/td>\n<\/tr>\n
295<\/td>\nChapter 8.
\nObservations on Infrastructure Performance <\/td>\n<\/tr>\n
296<\/td>\n8.1\tWater Treatment and Distribution Facilities <\/td>\n<\/tr>\n
297<\/td>\n8.1.1\tTuscaloosa Water Works (Tuscaloosa, AL) <\/td>\n<\/tr>\n
300<\/td>\n8.1.2\tSmithville Water Treatment and Distribution System (Smithville, MS) <\/td>\n<\/tr>\n
305<\/td>\n8.2\tWasteWater Treatment Facilities
8.2.1\tTuscaloosa Waste Water Treatment Plant and Collection System (Tuscaloosa, AL) <\/td>\n<\/tr>\n
306<\/td>\n8.3\tTowers (Communications and Antennas) <\/td>\n<\/tr>\n
307<\/td>\n8.3.1\tFree-Standing Towers
8.3.1.1\tLatticed 250-Foot EMS Communications Tower (Tuscaloosa, AL) <\/td>\n<\/tr>\n
310<\/td>\n8.3.1.2\tLatticed 300-Foot Cellular Tower (Tuscaloosa, AL) <\/td>\n<\/tr>\n
313<\/td>\n8.3.1.3\tSolid Cellular Tower, 13th Street (Tuscaloosa, AL) <\/td>\n<\/tr>\n
315<\/td>\n8.3.2\tGuyed Towers
8.3.2.1\t300-Foot Guyed Cellular Tower (Smithville, MS) <\/td>\n<\/tr>\n
319<\/td>\n8.4\tSummary of Conclusions and Recommendations <\/td>\n<\/tr>\n
321<\/td>\nChapter 9.
\nObservations on Tornado Refuge Areas, Hardened Areas, and Safe Rooms <\/td>\n<\/tr>\n
322<\/td>\n9.1\tTerminology and Examples <\/td>\n<\/tr>\n
323<\/td>\n9.1.1\tHardened Areas: Areas Designed to Provide Some Protection <\/td>\n<\/tr>\n
324<\/td>\n9.1.2\tStorm Shelters and Safe Rooms: Areas Designed for Life-Safety Protection <\/td>\n<\/tr>\n
327<\/td>\n9.2\tTornado Refuge Areas
9.2.1\tTornado Refuge Areas in Residences <\/td>\n<\/tr>\n
328<\/td>\n9.2.1.1\tCore Remnants <\/td>\n<\/tr>\n
330<\/td>\n9.2.1.2\tBasement Areas <\/td>\n<\/tr>\n
333<\/td>\n9.2.1.3\tTornado Refuge Areas in Multi-Family Buildings or Complexes <\/td>\n<\/tr>\n
334<\/td>\n9.2.2\tTornado Refuge in Commercial and Industrial Buildings:
\nPlanned Tornado Refuge Areas
9.2.2.1\tWalmart (Joplin, MO ) <\/td>\n<\/tr>\n
335<\/td>\n9.2.2.2\tLowe’s Home Improvement Store (Tuscaloosa, AL) <\/td>\n<\/tr>\n
337<\/td>\n9.2.2.3\tHome Depot (Joplin, MO) <\/td>\n<\/tr>\n
339<\/td>\n9.3\tHardened Structures, Rooms, and Areas Not Designed to Defined Criteria <\/td>\n<\/tr>\n
340<\/td>\n9.3.1\tHardened Structures for Residential Use
9.3.1.1\tBelow-Ground Applications <\/td>\n<\/tr>\n
342<\/td>\n9.3.1.2\tAbove-Ground Applications <\/td>\n<\/tr>\n
344<\/td>\n9.3.2\tHardened Structures Used as Community Tornado Refuge Areas
9.3.2.1\tAbove-Ground Applications <\/td>\n<\/tr>\n
345<\/td>\n9.3.2.2\tBelow-Ground Applications <\/td>\n<\/tr>\n
346<\/td>\n9.4\tSafe Rooms and Storm Shelters
9.4.1\tAbove- and Below-Ground Alternatives <\/td>\n<\/tr>\n
348<\/td>\n9.4.2\tPrefabricated versus Site-Built Alternatives <\/td>\n<\/tr>\n
349<\/td>\n9.4.3\tResidential Safe Rooms and Storm Shelters
9.4.3.1\tBelow-Ground Applications <\/td>\n<\/tr>\n
351<\/td>\n9.4.3.2\tAbove-Ground Applications <\/td>\n<\/tr>\n
353<\/td>\n9.4.4\tNon-Residential and Community Safe Rooms <\/td>\n<\/tr>\n
354<\/td>\n9.4.4.1\tBrookwood and Phil Campbell Community Safe Rooms (AL) <\/td>\n<\/tr>\n
357<\/td>\n9.4.4.2\tBrookside Fire Station and Community Safe Room (Brookside, AL) <\/td>\n<\/tr>\n
358<\/td>\n9.4.4.3\tSeneca Intermediate School (Seneca, MO) <\/td>\n<\/tr>\n
362<\/td>\n9.5\tTravel Time to Community Safe Rooms, Storm Shelters, and Tornado Refuge Areas <\/td>\n<\/tr>\n
363<\/td>\n9.6\tCompliance Issues with FEMA 320, FEMA 361, and the ICC 500
9.6.1\tIdentifying Design Criteria Used for Safe Rooms and Storm Shelters <\/td>\n<\/tr>\n
364<\/td>\n9.6.2\tAccessibility to Safe Rooms and Storm Shelters <\/td>\n<\/tr>\n
365<\/td>\n9.6.3\tVentilation for Safe Rooms and Storm Shelters
9.6.4\tToilet Facilities for Community Safe Rooms and Storm Shelters
9.6.5\tLocation and Labeling of Safe Rooms and Storm Shelters <\/td>\n<\/tr>\n
366<\/td>\n9.6.6\tTools and Other Equipment within Safe Rooms and Storm Shelters <\/td>\n<\/tr>\n
367<\/td>\n9.7\tSummary of Conclusions and Recommendations <\/td>\n<\/tr>\n
371<\/td>\nChapter 10.
\nConclusions of the 2011 Tornado MAT <\/td>\n<\/tr>\n
372<\/td>\n10.1\tCodes and Standards
10.1.1\tResidential Buildings <\/td>\n<\/tr>\n
374<\/td>\n10.1.2\tCommercial and Industrial Buildings
10.1.3\tCritical Facilities <\/td>\n<\/tr>\n
375<\/td>\n10.1.4\tInfrastructure Facilities
10.1.5\tTornado Refuge Areas, Hardened Areas, and Safe Rooms <\/td>\n<\/tr>\n
376<\/td>\n10.2\tPerformance of Residential Buildings <\/td>\n<\/tr>\n
377<\/td>\n10.3\tPerformance of Commercial and Industrial Buildings <\/td>\n<\/tr>\n
378<\/td>\n10.3.1\tCommunications and Operations
10.3.2\tBuilding Performance\/Building Design <\/td>\n<\/tr>\n
379<\/td>\n10.4\tPerformance of Critical Facility Buildings <\/td>\n<\/tr>\n
381<\/td>\n10.5\tPerformance of Infrastructure Facilities <\/td>\n<\/tr>\n
382<\/td>\n10.6\tPerformance of Tornado Refuge Areas, Hardened Areas, and Safe Rooms
10.6.1\tGeneral <\/td>\n<\/tr>\n
384<\/td>\n10.6.2\tResidential Safe Rooms and Storm Shelters <\/td>\n<\/tr>\n
386<\/td>\n10.6.3\tCommunity Safe Rooms, Storm Shelters, and Tornado Refuge Areas <\/td>\n<\/tr>\n
387<\/td>\n10.7\tEF Scale <\/td>\n<\/tr>\n
388<\/td>\n10.8\tPost-Tornado Imagery <\/td>\n<\/tr>\n
389<\/td>\nChapter 11.
\nRecommendations of the 2011 Tornado MAT <\/td>\n<\/tr>\n
390<\/td>\n11.1\tCodes and Standards
11.1.1\tResidential Buildings <\/td>\n<\/tr>\n
391<\/td>\n11.1.2\tCommercial and Industrial Buildings <\/td>\n<\/tr>\n
392<\/td>\n11.1.3\tCritical Facilities
11.1.4\tTornado Refuge Areas, Hardened Areas, and Safe Rooms <\/td>\n<\/tr>\n
393<\/td>\n11.2\tResidential Construction <\/td>\n<\/tr>\n
394<\/td>\n11.3\tCommercial and Industrial Construction
11.3.1\tOccupant Notification and Operations <\/td>\n<\/tr>\n
395<\/td>\n11.3.2\tDetailing and Connections <\/td>\n<\/tr>\n
396<\/td>\n11.4\tCritical Facilities <\/td>\n<\/tr>\n
397<\/td>\n11.4.1\tExisting Critical Facilities
11.4.2\tNew Critical Facilities <\/td>\n<\/tr>\n
398<\/td>\n11.5\tInfrastructure Facilities <\/td>\n<\/tr>\n
399<\/td>\n11.6\tTornado Refuge Areas, Hardened Areas, and Safe Rooms <\/td>\n<\/tr>\n
400<\/td>\n11.7\tEF Scale <\/td>\n<\/tr>\n
401<\/td>\n11.8\tPost-Tornado Imagery <\/td>\n<\/tr>\n
403<\/td>\nAppendix A.
\nAcknowledgments
FEMA Contributors
\n <\/td>\n<\/tr>\n
404<\/td>\nOther Contributors
\n <\/td>\n<\/tr>\n
409<\/td>\nAppendix B. References
\n <\/td>\n<\/tr>\n
415<\/td>\nAppendix C. Acronyms
\n <\/td>\n<\/tr>\n
419<\/td>\nAppendix D. Glossary
\n <\/td>\n<\/tr>\n
427<\/td>\nAppendix E.
\nEF Scale Summary <\/td>\n<\/tr>\n
435<\/td>\nAppendix F. Recovery Advisories for the Spring 2011 Tornadoes <\/td>\n<\/tr>\n
437<\/td>\nAppendix F. RA1
\n <\/td>\n<\/tr>\n
443<\/td>\nAppendix F. RA2
\n <\/td>\n<\/tr>\n
451<\/td>\nAppendix F. RA3
\n <\/td>\n<\/tr>\n
457<\/td>\nAppendix F. RA4
\n <\/td>\n<\/tr>\n
459<\/td>\nAppendix F. RA5 <\/td>\n<\/tr>\n
465<\/td>\nAppendix F. RA6
\n <\/td>\n<\/tr>\n
489<\/td>\nAppendix G.
\nRecommendations for One- and Two-Family Residential Buildings
G.1\tPurpose and Audience <\/td>\n<\/tr>\n
490<\/td>\nG.2\tBackground and Applicability <\/td>\n<\/tr>\n
492<\/td>\nG.3\tDiscussion of Recommendations <\/td>\n<\/tr>\n
493<\/td>\nG.3.1\tBuilding Envelope Components
G.3.1.1\tRoof Coverings
G.3.1.2\tWall Coverings <\/td>\n<\/tr>\n
494<\/td>\nG.3.1.3\tMasonry Veneer Attachment
G.3.1.4\tGlazing (Doors and Windows) <\/td>\n<\/tr>\n
495<\/td>\nG.3.1.5\tGarage Doors <\/td>\n<\/tr>\n
496<\/td>\nG.3.2\tRoof Systems and Connections
G.3.2.1\tRoof Decking and Decking Attachment <\/td>\n<\/tr>\n
497<\/td>\nG.3.2.2\tSoffits
G.3.2.3\tRoof-to-Wall Connectors <\/td>\n<\/tr>\n
499<\/td>\nG.3.3.1\tSill Plate Attachment <\/td>\n<\/tr>\n
500<\/td>\nG.3.3.2\tWall Sheathing <\/td>\n<\/tr>\n
505<\/td>\nG.3.3.3\tTop Plate Splices
G.3.3.4\tOpenings in Walls <\/td>\n<\/tr>\n
507<\/td>\nG.3.3.5 \tWall-to-Floor Connection <\/td>\n<\/tr>\n
510<\/td>\nG.4\tReferences <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-908 – Mitigation Assessment Team Report Spring 2011 Tornadoes: April 25-28 and May 22, Building Performance Observations, Recommendations, and Technical Guidance<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2012<\/td>\n512<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":74242,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-74241","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\/74241","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\/74242"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=74241"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=74241"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=74241"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}