{"id":26257,"date":"2024-10-17T02:28:25","date_gmt":"2024-10-17T02:28:25","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p550-09-2009\/"},"modified":"2024-10-24T13:44:48","modified_gmt":"2024-10-24T13:44:48","slug":"fema-p550-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p550-09-2009\/","title":{"rendered":"FEMA P550 09 2009"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Recommended Residential Constructionfor Coastal Areas <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 1. Types of Hazards 1.1 High Winds <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1.2 Storm Surge 1.3 Flood Effects <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 1.3.1 Hydrostatic Forces 1.3.2 Hydrodynamic Forces <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 1.3.3 Waves <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 1.3.4 Floodborne Debris 1.3.5 Erosion and Scour <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 2. Foundations 2.1 Foundation Design Criteria <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 2.2 Foundation Design in Coastal Areas <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2.3 Foundation Styles in Coastal Areas <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2.3.1 Open Foundations 2.3.1.1 Piles <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 2.3.1.2 Piers <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 2.3.2 Closed Foundations 2.3.2.1 Perimeter Walls <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 2.3.2.2 Slab-on-Grade <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 2.4 Introduction to Foundation Design and Construction 2.4.1 Site Characterization <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 2.4.2 Types of Foundation Construction 2.4.2.1 Piles <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 2.4.2.2 Diagonal Bracing of Piles <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 2.4.2.3 Knee Bracing of Piles <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 2.4.2.4 Wood-Pile-to-Wood-Girder Connections 2.4.2.5 Grade Beams in Pile\/Column Foundations <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 3. Foundation DesignLoads <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 3.1 Wind Loads 3.2 Flood Loads 3.2.1 Design Flood and DFE <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 3.2.2 Design Stillwater Flood Depth (ds) <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 3.2.3 Design Wave Height (Hb) 3.2.4 Design Flood Velocity (V) <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 3.3 Hydrostatic Loads <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 3.4 Wave Loads <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 3.4.1 Breaking Wave Loads on Vertical Piles 3.4.2 Breaking Wave Loads on Vertical Walls <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 3.5 Hydrodynamic Loads <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 3.6 Debris Impact Loads <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 3.7 Erosion and Localized Scour <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 3.7.1 Localized Scour Around Vertical Piles <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 3.7.2 Localized Scour Around Vertical Walls and Enclosures 3.8 Flood Load Combinations <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 4. Overview of RecommendedFoundation Types and Construction for Coastal Areas <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 4.1 Critical Factors Affecting Foundation Des 4.1.1 Wind Speed <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 4.1.2 Elevation <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | 4.1.3 Construction Materials 4.1.3.1 Masonry Foundation Construction 4.1.3.2 Concrete Foundation Construction <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 4.1.3.3 Field Preservative Treatment for Wood Members 4.1.4 Foundation Design Loads <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 4.1.5 Foundation Design Loads and Analyses <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 4.2 Recommended Foundation Types for Coastal Areas <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 4.2.1 Open\/Deep Foundation: Timber Pile (Case A) <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 4.2.2 Open\/Deep Foundation: Steel Pipe Pile with Concrete Column and Grade Beam(Case B) 4.2.3 Open\/Deep Foundation: Timber Pile with Concrete Column and Grade Beam(Case C) <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 4.2.4 Open\/Deep Foundation: Timber Pile with Concrete Grade and Elevated Beamsand Concrete Columns (Case H) <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | 4.2.5 Open\/Shallow Foundation: Concrete Column and Grade Beam with Slabs (CasesD and G) 4.2.6 Closed\/Shallow Foundation: Reinforced Masonry – Crawlspace (Case E) <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 4.2.7 Closed\/Shallow Foundation: Reinforced Masonry – Stem Wall (Case F) <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 5. Foundation Selection 5.1 Foundation Design Types <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 5.2 Foundation Design Considerations <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 5.3 Cost Estimating 5.4 How to Use This Manual <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | 5.5 Design Examples <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | A. Foundation Designs <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | B. Pattern Book Design <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | C. Assumptions Used in Design <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | D. Foundation Analysis and Design Examples <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | D.1 Sample Calculations <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | D.1.1 Determining Individual Loads on a Structure <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | D.1.2 Calculating Reactions from Wind, and Live and Dead Loads <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | D.2 Determining Load Combinations <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | D.3 Closed Foundation Example <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | D.4 Open Foundation Example <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | E. Cost Estimating <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | F. Pertinent Coastal Construction Information <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | G. FEMA Publications and Additional References <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | H. Glossary <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | I. Abbreviations and Acronyms <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA 550 – Recommended Residential Construction for the Gulf Coast Building on Strong and Safe Foundations<\/b><\/p>\n |