{"id":74233,"date":"2024-10-17T16:47:35","date_gmt":"2024-10-17T16:47:35","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p757-2009\/"},"modified":"2024-10-24T19:14:32","modified_gmt":"2024-10-24T19:14:32","slug":"fema-p757-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p757-2009\/","title":{"rendered":"FEMA P757 2009"},"content":{"rendered":"

0<\/p>\n

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nHurricane Ike in Texas and Louisiana <\/td>\n<\/tr>\n
2<\/td>\nInside cover <\/td>\n<\/tr>\n
3<\/td>\nTitle Page
\n <\/td>\n<\/tr>\n
4<\/td>\nMembers of the Mitigation Assessment Team
\n <\/td>\n<\/tr>\n
5<\/td>\nExecutive Summary <\/td>\n<\/tr>\n
6<\/td>\nMitigation Assessment Team (MAT) <\/td>\n<\/tr>\n
7<\/td>\nAssessment Observations
Flood Damage <\/td>\n<\/tr>\n
8<\/td>\nWind Damage <\/td>\n<\/tr>\n
9<\/td>\nCritical Facilities Damage
Recommendations
Flood <\/td>\n<\/tr>\n
11<\/td>\nWind
Critical Facility <\/td>\n<\/tr>\n
13<\/td>\nTable of Contents
\n <\/td>\n<\/tr>\n
19<\/td>\nList of Figures
\n <\/td>\n<\/tr>\n
35<\/td>\nList of Tables
\n <\/td>\n<\/tr>\n
37<\/td>\nChapter 1:
\nIntroduction <\/td>\n<\/tr>\n
38<\/td>\n1.1 \tHurricane Ike \u2013 The Event <\/td>\n<\/tr>\n
41<\/td>\n1.1.1 \tSummary of Damage and Economic Loss <\/td>\n<\/tr>\n
43<\/td>\n1.1.2\tTimeline and History of Hurricane Ike <\/td>\n<\/tr>\n
45<\/td>\n1.2 \tCoastal Flooding
1.2.1\t Shoreline Characteristics
1.2.2 \tSubsidence <\/td>\n<\/tr>\n
46<\/td>\n1.2.3 \tHurricane Ike High Water Marks <\/td>\n<\/tr>\n
48<\/td>\n1.3 \tWind Hazard Analysis and Discussion <\/td>\n<\/tr>\n
51<\/td>\n1.3.1 \tH*Wind <\/td>\n<\/tr>\n
52<\/td>\n1.3.2 \tHAZUS-MH <\/td>\n<\/tr>\n
56<\/td>\nHurricane Ike Tornadoes <\/td>\n<\/tr>\n
57<\/td>\n1.4 \tHistoric Hurricanes <\/td>\n<\/tr>\n
59<\/td>\nHurricane Rita
Hurricane Katrina
Hurricane Andrew
Hurricane Alicia <\/td>\n<\/tr>\n
60<\/td>\nHurricane Allen
Hurricane Celia
Hurricane Betsy
Hurricane Carla <\/td>\n<\/tr>\n
61<\/td>\nHurricane Audrey
Great Galveston Hurricane <\/td>\n<\/tr>\n
62<\/td>\nFuture Hurricanes <\/td>\n<\/tr>\n
63<\/td>\n1.5 \tFEMA Mitigation Assessment Teams
1.5.1 Purpose of the MAT
1.5.2 \tTeam Composition <\/td>\n<\/tr>\n
64<\/td>\n1.5.3 \tMethodology <\/td>\n<\/tr>\n
67<\/td>\nChapter 2: Floodplain Management Regulations, Building Codes, and Standards
2.1 \tFloodplain Management Regulations <\/td>\n<\/tr>\n
68<\/td>\n2.1.1 \tFlood Studies and Flood Maps <\/td>\n<\/tr>\n
70<\/td>\n2.1.1.1 Accuracy of Flood Insurance Studies and Flood Insurance Rate Maps <\/td>\n<\/tr>\n
72<\/td>\n2.1.1.2 Implication of FIRMs on Rebuilding and Building Safety
2.1.1.3 Higher Regulatory Standards
2.2 \tBuilding Codes and Standards <\/td>\n<\/tr>\n
74<\/td>\n2.2.1.1 Flood Requirements in the IBC and the IRC <\/td>\n<\/tr>\n
75<\/td>\n2.2.1.2 Flood Requirements in ASCE 7-05 <\/td>\n<\/tr>\n
76<\/td>\n2.2.1.3 Flood Requirements in ASCE 24-05 <\/td>\n<\/tr>\n
77<\/td>\n2.2.1.4 Flood Requirements in Texas
2.2.1.5 Flood Requirements in Louisiana
2.2.2 \tWind Requirements
2.2.2.1 Wind Requirements in the IBC
2.2.2.2 Wind Requirements in Texas <\/td>\n<\/tr>\n
81<\/td>\nExample of Design Load Changes Over Time <\/td>\n<\/tr>\n
83<\/td>\n2.2.2.3 Wind Requirements in Louisiana
2.2.3 \tHUD-Manufactured Housing Design Standards <\/td>\n<\/tr>\n
85<\/td>\n2.2.3.1 Manufactured Housing in Texas
2.2.3.2 Manufactured Housing in Louisiana <\/td>\n<\/tr>\n
86<\/td>\n2.2.4 \tGalveston Residential Hurricane Resistance Study, 1990 <\/td>\n<\/tr>\n
87<\/td>\n2.2.4.1 Ike MAT Observations of Houses in the 1990 Galveston Study <\/td>\n<\/tr>\n
91<\/td>\n2.2.4.2 MAT Summary of Findings Regarding the Galveston Study <\/td>\n<\/tr>\n
92<\/td>\n2.3 \tTexas Windstorm Program
2.3.1 \tTexas Department of Insurance <\/td>\n<\/tr>\n
93<\/td>\n2.3.2 \tBasic Tenets of the Texas Windstorm Code <\/td>\n<\/tr>\n
95<\/td>\n2.3.3 \tTexas Windstorm Program \u2013 Insights and Opinions <\/td>\n<\/tr>\n
96<\/td>\n2.4 \tEnhanced Code Construction <\/td>\n<\/tr>\n
99<\/td>\nChapter 3:
\nPerformance of Residential Buildings (Flood and Wind), One- to Two-Family and Multi-Family
3.1 Structural Performance <\/td>\n<\/tr>\n
100<\/td>\n3.1.1 \tFoundation Performance <\/td>\n<\/tr>\n
103<\/td>\n3.1.1.1 \tFoundation Function 1: Elevate the Building <\/td>\n<\/tr>\n
109<\/td>\n3.1.1.2 \tFoundation Function 2: Resist Scour and Erosion <\/td>\n<\/tr>\n
115<\/td>\n3.1.1.3 \tFoundation Function 3: Provide a Continuous Load Path to the Ground <\/td>\n<\/tr>\n
119<\/td>\n3.1.1.4 \tFoundation Function 4: Resist Flood Loads <\/td>\n<\/tr>\n
125<\/td>\n3.1.2 \tMain Wind Force Resisting System
3.1.2.1\tHigh Winds <\/td>\n<\/tr>\n
128<\/td>\n3.1.2.2\tCombination of Loads \u2013 MWFRS and C&C <\/td>\n<\/tr>\n
130<\/td>\n3.1.2.3\tLoad Paths <\/td>\n<\/tr>\n
137<\/td>\n3.1.3 \tElevation and Freeboard <\/td>\n<\/tr>\n
138<\/td>\n3.1.4 Siting Effects on Structural Performance <\/td>\n<\/tr>\n
140<\/td>\n3.2 \tEnvelope Damage <\/td>\n<\/tr>\n
141<\/td>\n3.2.1\tRoof Systems <\/td>\n<\/tr>\n
142<\/td>\n3.2.1.1 \tAsphalt Shingles <\/td>\n<\/tr>\n
148<\/td>\n3.2.1.2\tMetal Panels <\/td>\n<\/tr>\n
149<\/td>\n3.2.1.3 \tTile <\/td>\n<\/tr>\n
150<\/td>\n 3.2.2\tNon-Load-Bearing Walls and Wall Coverings <\/td>\n<\/tr>\n
153<\/td>\n3.2.2.1\tBrick Veneer <\/td>\n<\/tr>\n
155<\/td>\n3.2.2.2\tVinyl Siding <\/td>\n<\/tr>\n
162<\/td>\n3.2.2.3 \tFiber Cement Siding <\/td>\n<\/tr>\n
166<\/td>\n3.2.2.4 \tWood and Hardboard Siding <\/td>\n<\/tr>\n
167<\/td>\n3.2.3\tDoors
3.2.4\tWindows and Shutters <\/td>\n<\/tr>\n
173<\/td>\n3.2.5\tSoffit and Roof Ventilation
3.2.5.1\tSoffits <\/td>\n<\/tr>\n
175<\/td>\n3.2.5.2\tRidge Vents <\/td>\n<\/tr>\n
176<\/td>\n3.2.5.3\tGable End Vents <\/td>\n<\/tr>\n
177<\/td>\n3.2.6\tExterior-Mounted Equipment <\/td>\n<\/tr>\n
179<\/td>\n3.3 \tOther Damage
3.3.1 \tBreakaway Walls <\/td>\n<\/tr>\n
182<\/td>\n3.3.2\tSheathing on the Underside of Elevated Buildings <\/td>\n<\/tr>\n
185<\/td>\n3.3.3 \tParking Slabs and Grade Beams <\/td>\n<\/tr>\n
189<\/td>\n3.3.4\tMold and Contamination
3.3.5 \tOther Issues and Problems <\/td>\n<\/tr>\n
190<\/td>\n3.4 \tManufactured Housing <\/td>\n<\/tr>\n
191<\/td>\n3.4.1\tTexas <\/td>\n<\/tr>\n
193<\/td>\n3.4.2\t Louisiana
3.4.2.1\tCameron and Vermilion Parishes
3.4.2.2\tJefferson Parish <\/td>\n<\/tr>\n
195<\/td>\n3.4.2.3 \tLafourche Parish
3.4.2.4 \tManufactured Home Anchoring and Support Systems <\/td>\n<\/tr>\n
196<\/td>\n3.5\tMitigation Projects <\/td>\n<\/tr>\n
199<\/td>\nChapter 4:
\nPerformance of Critical Facilities <\/td>\n<\/tr>\n
200<\/td>\nSpecial Flood-Related Provisions for Critical Facilities <\/td>\n<\/tr>\n
201<\/td>\nSpecial Wind-Related Provisions for Critical Facilities <\/td>\n<\/tr>\n
202<\/td>\n4.1 \tSchools\/Shelters
4.1.1 \tCrenshaw Elementary and Middle School (Port Bolivar, TX) <\/td>\n<\/tr>\n
206<\/td>\n4.1.2 \tSouth Cameron Parish High School (Grand Chenier, LA) <\/td>\n<\/tr>\n
207<\/td>\n4.1.3 \tJohnson’s Bayou School (Cameron, LA) <\/td>\n<\/tr>\n
210<\/td>\n4.2 \tHospitals\/Health Centers
4.2.1 \tSan Jacinto Methodist Hospital (Baytown, TX) <\/td>\n<\/tr>\n
215<\/td>\n4.2.2 \tWinnie Community Hospital (Winnie, TX) <\/td>\n<\/tr>\n
218<\/td>\n4.2.3 \tUniversity of Texas Medical Branch (Galveston, TX) <\/td>\n<\/tr>\n
225<\/td>\n4.2.4 \tSouth Cameron Parish Hospital (Cameron, LA) <\/td>\n<\/tr>\n
229<\/td>\n4.2.5 \tHackberry Rural Medical Clinic (Hackberry, LA) <\/td>\n<\/tr>\n
230<\/td>\n4.2.6 \tOceanview Transitional Care Center (Texas City, TX) <\/td>\n<\/tr>\n
233<\/td>\n4.3 \tFirst Responder Facilities (Police\/Fire\/EOC)
4.3.1 Houston Transtar \u2013 Regional EOC (Houston, TX) <\/td>\n<\/tr>\n
238<\/td>\n4.3.2 \tDeer Park Police Station (Deer Park, TX) <\/td>\n<\/tr>\n
240<\/td>\n4.3.3 \tPort Neches Fire Station (Port Neches, TX) <\/td>\n<\/tr>\n
243<\/td>\n4.3.4 \tHigh Island Fire Station (High Island, TX) <\/td>\n<\/tr>\n
244<\/td>\n4.3.5 \tLouisiana Fire Stations <\/td>\n<\/tr>\n
248<\/td>\n 4.4 \tOther Government Buildings
4.4.1 \tU.S. Army Corps of Engineers Administration Building (Galveston, TX) <\/td>\n<\/tr>\n
249<\/td>\n4.4.2 \tFederal Courthouse and Post Office (Galveston, TX) <\/td>\n<\/tr>\n
252<\/td>\n4.4.3 \tTiki Island City Hall (Tiki Island, TX) <\/td>\n<\/tr>\n
254<\/td>\n4.4.4 \tTerrebonne Parish Criminal Justice Complex (Houma, LA) <\/td>\n<\/tr>\n
257<\/td>\nChapter 5: Performance of Buildings in Houston’s Central Business District <\/td>\n<\/tr>\n
258<\/td>\n5.1 \tAreas Outside Clusters A and B <\/td>\n<\/tr>\n
262<\/td>\n5.2 \tCluster A \u2013 JP Morgan Chase Area <\/td>\n<\/tr>\n
268<\/td>\n5.2.2 Granite Veneer
\n
5.2.3 \tRoof Systems and Rooftop Equipment <\/td>\n<\/tr>\n
269<\/td>\n5.2.4 \tNearby Building Performance <\/td>\n<\/tr>\n
272<\/td>\n5.3 \tCluster B \u2013 Chevron Center Area <\/td>\n<\/tr>\n
273<\/td>\n5.3.1 \tGlazing <\/td>\n<\/tr>\n
276<\/td>\n5.3.2 \tRoof Systems and Rooftop Equipment <\/td>\n<\/tr>\n
277<\/td>\n5.3.3 \tDamage at Nearby Buildings <\/td>\n<\/tr>\n
281<\/td>\n5.4 \tVegetative Roofs <\/td>\n<\/tr>\n
283<\/td>\nChapter 6: Conclusions <\/td>\n<\/tr>\n
284<\/td>\n6.1\tResidential
6.1.1 \tFlood <\/td>\n<\/tr>\n
287<\/td>\n6.1.2 \tWind <\/td>\n<\/tr>\n
290<\/td>\n6.2\tCritical Facilities
6.2.1\tFlood <\/td>\n<\/tr>\n
291<\/td>\n6.2.2\tWind <\/td>\n<\/tr>\n
294<\/td>\n6.3\tHouston’s Central Business District <\/td>\n<\/tr>\n
297<\/td>\nChapter 7:
\nRecommendations
7.1 \tResidential <\/td>\n<\/tr>\n
298<\/td>\n7.1.1\tFlood <\/td>\n<\/tr>\n
302<\/td>\n7.1.2\tWind <\/td>\n<\/tr>\n
303<\/td>\n7.2 \tCritical Facilities <\/td>\n<\/tr>\n
304<\/td>\n7.2.1 \tFlood
7.2.2\tWind <\/td>\n<\/tr>\n
306<\/td>\n7.3 \tFurther Studies and Standards Revisions
7.3.1\tFlood
7.3.2\tWind <\/td>\n<\/tr>\n
309<\/td>\n7.3.3\tCritical Facilities <\/td>\n<\/tr>\n
315<\/td>\nChapter 8:
\nPlanning for a Sustainable Coast <\/td>\n<\/tr>\n
316<\/td>\n8.1 \tGeologic Hazards and Coastal Communities
8.1.1 \tGeologic Hazards That Threaten Coastal Communities <\/td>\n<\/tr>\n
317<\/td>\n8.1.1.1\tSubsidence and Relative Sea-Level Rise <\/td>\n<\/tr>\n
320<\/td>\n8.1.1.2\tShoreline Erosion <\/td>\n<\/tr>\n
322<\/td>\n8.1.1.3\tDunes and Wetland Loss <\/td>\n<\/tr>\n
323<\/td>\n8.1.2 \tDiscussion of Conflicts Between Coastal Communities and Geological Hazards <\/td>\n<\/tr>\n
324<\/td>\n8.2 \tExisting Planning Resources and Programs
8.2.1 \tTexas
Coastal Erosion Program and Coastal Texas 2020 Report <\/td>\n<\/tr>\n
325<\/td>\nGeohazards Map Program
8.2.2 \tLouisiana
Coast 2050: Toward a Sustainable Coastal Louisiana <\/td>\n<\/tr>\n
326<\/td>\nCoastal Wetlands Planning, Protection and Restoration Act
Coalition to Restore Coastal Louisiana
8.2.3 \tNationwide Initiatives
Smart Growth <\/td>\n<\/tr>\n
329<\/td>\nHistoric Preservation
8.3 \tRecommendations for Rebuilding After Ike
8.3.1 \tSpecific to Local Communities
Sustainable Land Use Planning Recommendations <\/td>\n<\/tr>\n
330<\/td>\nProtection of the Natural Environment <\/td>\n<\/tr>\n
331<\/td>\n8.3.2 \tGeneral Recommendations \u2013 State Level <\/td>\n<\/tr>\n
332<\/td>\n8.3.3 \tGeneral Recommendations \u2013 Federal Level <\/td>\n<\/tr>\n
333<\/td>\nAppendix A: Acknowledgments
\n
Appendix B: References and FEMA Publication List
\n <\/td>\n<\/tr>\n
347<\/td>\nAppendix C:
\nAcronyms and Glossary
Acronyms
A
\n
B <\/td>\n<\/tr>\n
348<\/td>\nC
D
E
F <\/td>\n<\/tr>\n
349<\/td>\nG
H
I
L <\/td>\n<\/tr>\n
350<\/td>\nM
N
O <\/td>\n<\/tr>\n
351<\/td>\nP
S
T
U <\/td>\n<\/tr>\n
352<\/td>\nV
W <\/td>\n<\/tr>\n
353<\/td>\nGlossary <\/td>\n<\/tr>\n
357<\/td>\nAppendix D: Hurricane Ike Recovery Advisories
\n <\/td>\n<\/tr>\n
359<\/td>\nAttachment of Brick Veneer in High-Wind Regions
\n <\/td>\n<\/tr>\n
363<\/td>\nDesign and Construction in Coastal A Zones
\n <\/td>\n<\/tr>\n
369<\/td>\nDesigning for Flood Levels Above the BFE
\n <\/td>\n<\/tr>\n
377<\/td>\nEnclosures and Breakaway Walls
\n <\/td>\n<\/tr>\n
381<\/td>\nErosion, Scour, and Foundation Design
\n <\/td>\n<\/tr>\n
389<\/td>\nMinimizing Water Intrusion Through Roof Vents in High-Wind Regions
\n <\/td>\n<\/tr>\n
397<\/td>\nMetal Roof Systems in High-Wind Regions
\n <\/td>\n<\/tr>\n
403<\/td>\nSiding Installation in High-Wind Regions
\n <\/td>\n<\/tr>\n
411<\/td>\nAppendix E:
\nHigh Water Marks <\/td>\n<\/tr>\n
413<\/td>\nHigh Water Marks in Texas <\/td>\n<\/tr>\n
427<\/td>\nHigh Water Marks in Louisiana <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-757 – Hurricane Ike in Texas and Louisiana: 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>\n2009<\/td>\n458<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":74234,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-74233","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\/74233","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\/74234"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=74233"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=74233"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=74233"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}