FEMA P55 Vol2 2011

$42.90

FEMA P-55 – Coastal Construction Manual, Fourth Edition – Volume 2 of 2

Published By	Publication Date	Number of Pages
FEMA	2011	400

Guaranteed Safe Checkout

Category: FEMA

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

PDF Catalog

PDF Pages	PDF Title
1	Front Cover
2	Title Page
3	Disclaimer
4	Preface
6	Acknowledgments
7	Contents
15	List of Figures
23	List of Tables
25	List of Equations
26	List of Examples
27	List of Worksheets
29	Chapter 7. Pre-Design Considerations
30	7.1 Design Process
31	7.2 Design Requirements 7.3 Determining the Natural Hazard Risk
33	7.4 Losses Due to Natural Hazards in Coastal Areas
34	7.5 Initial, Long-Term, and Operational Costs
35	7.5.1 Cost Implications of Siting Decisions 7.5.2 Cost Implications of Design Decisions
39	7.5.3 Benefits and Cost Implications of Siting, Design, and Construction Decisions
40	7.6 Hazard Insurance
41	7.6.1 Flood Insurance 7.6.1.1 Rating Factors
45	7.6.1.2 Coverage
46	7.6.1.3 Premiums
48	7.6.1.4 Designing to Achieve Lower Flood Insurance Premiums
49	7.6.2 Wind Insurance
50	7.6.2.1 Territory 7.6.2.2 Fire Protection Class 7.6.2.3 Building Code Effectiveness Grading Schedule
51	7.6.2.4 Construction Type 7.6.2.5 Protective Devices
52	7.6.3 Earthquake Insurance 7.7 Sustainable Design Considerations
53	7.8 Inspection Considerations
54	7.9 References
56	Chapter 8. Determining Site-Specific Loads
58	8.1 Dead Loads 8.2 Live Loads
59	8.3 Concept of Tributary or Effective Area and Application of Loads to a Building
60	8.4 Snow Loads 8.5 Flood Loads 8.5.1 Design Flood
61	8.5.2 Design Flood Elevation
64	8.5.3 Design Stillwater Flood Depth
70	8.5.5 Design Breaking Wave Height 8.5.6 Design Flood Velocity
72	8.5.7 Hydrostatic Loads
75	8.5.8 Wave Loads
76	8.5.8.1 Breaking Wave Loads on Vertical Piles
77	8.5.8.2 Breaking Wave Loads on Vertical Walls
80	8.5.8.3 Wave Slam
83	8.5.9 Hydrodynamic Loads
86	8.5.10 Debris Impact Loads
89	8.5.11 Localized Scour
92	8.5.12 Flood Load Combinations
102	8.6 Tsunami Loads 8.7 Wind Loads
104	8.7.1 Determining Wind Loads
107	8.7.2 Main Wind Force Resisting System
116	8.7.3 Components and Cladding
122	8.8 Tornado Loads
123	8.9 Seismic Loads
128	8.10 Load Combinations
136	8.11 References
138	Chapter 9. Designing the Building 9.1 Continuous Load Path
141	9.1.1 Roof Sheathing to Framing Connection (Link #1)
145	9.1.2 Roof Framing to Exterior Wall (Link #2)
147	9.1.3 Wall Top Plate to Wall Studs (Link #3)
149	9.1.4 Wall Sheathing to Window Header (Link #4) 9.1.5 Window Header to Exterior Wall (Link #5)
152	9.1.6 Wall to Floor Framing (Link #6)
154	9.1.7 Floor Framing to Support Beam (Link #7)
155	9.1.8 Floor Support Beam to Foundation (Pile) (Link #8)
158	9.2 Other Load Path Considerations 9.2.1 Uplift Due to Shear Wall Overturning
161	9.2.2 Gable Wall Support 9.2.3 Connection Choices
164	9.2.4 Building Eccentricities 9.2.5 Framing System 9.2.5.1 Platform Framing 9.2.5.2 Concrete/Masonry
165	9.2.5.3 Moment-Resisting Frames
167	9.2.6 Roof Shape 9.3 Breakaway Wall Enclosures
170	9.4 Building Materials
171	9.4.1 Materials Below the DFE
172	9.4.2 Materials Above the DFE 9.4.3 Material Combinations
173	9.4.4 Fire Safety Considerations
174	9.4.5 Corrosion
175	9.5 Appurtenances 9.5.1 Decks and Covered Porches Attached to Buildings
176	9.5.1.1 Handrails 9.5.1.2 Stairways 9.5.2 Access to Elevated Buildings
177	9.5.3 Pools and Hot Tubs
180	9.6 References
181	Chapter 10. Designing the Foundation Designing the Foundation
182	10.1 Foundation Design Criteria 10.2 Foundation Styles 10.1 Foundation Design Criteria 10.2 Foundation Styles
183	10.2.1 Open Foundations 10.2.2 Closed Foundations 10.2.1 Open Foundations 10.2.2 Closed Foundations
184	10.2.3 Deep Foundations 10.2.4 Shallow Foundations 10.3 Foundation Design Requirements and Recommendations 10.2.3 Deep Foundations 10.2.4 Shallow Foundations 10.3 Foundation Design Requirements and Recommendations
185	10.3.1 Foundation Style Selection 10.3.2 Site Considerations 10.3.3 Soils Data 10.3.1 Foundation Style Selection 10.3.2 Site Considerations 10.3.3 Soils Data
186	10.3.3.1 Sources of Published Soils Data 10.3.3.2 Soils Data from Site Investigations 10.3.3.1 Sources of Published Soils Data 10.3.3.2 Soils Data from Site Investigations
190	10.4 Design Process 10.4 Design Process
191	10.5 Pile Foundations 10.5 Pile Foundations
192	10.5.1 Compression Capacity of Piles – Resistance to Gravity Loads 10.5.1 Compression Capacity of Piles – Resistance to Gravity Loads
195	10.5.2 Tension Capacity of Piles 10.5.2 Tension Capacity of Piles
198	10.5.3 Lateral Capacity of Piles 10.5.3 Lateral Capacity of Piles
200	10.5.4 Pile Installation 10.5.4 Pile Installation
201	10.5.5 Scour and Erosion Effects on Pile Foundations 10.5.5 Scour and Erosion Effects on Pile Foundations
203	10.5.6 Grade Beams for Pile Foundations 10.5.6 Grade Beams for Pile Foundations
205	10.6 Open/Deep Foundations 10.6.1 Treated Timber Pile Foundations 10.6 Open/Deep Foundations 10.6.1 Treated Timber Pile Foundations
206	10.6.1.1 Wood Pile”‘to”‘Beam Connections 10.6.1.1 Wood Pile”‘to”‘Beam Connections
207	10.6.1.2 Pile Bracing 10.6.1.2 Pile Bracing
211	10.6.1.3 Timber Pile Treatment 10.6.2 Other Open/Deep Pile Foundation Styles 10.6.1.3 Timber Pile Treatment 10.6.2 Other Open/Deep Pile Foundation Styles
214	10.7 Open/Shallow Foundations 10.7 Open/Shallow Foundations
215	10.8 Closed/Shallow Foundations 10.8 Closed/Shallow Foundations
216	10.9 Pier Foundations 10.9 Pier Foundations
218	10.9.1 Pier Foundation Design Examples 10.9.1 Pier Foundation Design Examples
226	10.9.2 Pier Foundation Summary 10.9.2 Pier Foundation Summary
227	10.10 References 10.10 References
229	Chapter 11. Designing the Building Envelope
232	11.1 Floors in Elevated Buildings 11.2 Exterior Doors
234	11.2.1 High Winds 11.2.1.1 Loads and Resistance
235	11.2.1.2 Wind-Borne Debris 11.2.1.3 Durability 11.2.1.4 Water Infiltration
237	11.3 Windows and Sklylights 11.3.1 High Winds 11.3.1.1 Loads and Resistance
238	11.3.1.2 Wind-Borne Debris
241	11.3.1.3 Durability
242	11.3.1.4 Water Infiltration
243	11.3.2 Seismic 11.3.3 Hail 11.4 Non-Load-Bearing Walls, Wall Coverings, and Soffits
244	11.4.1 High Winds 11.4.1.1 Exterior Walls
250	11.4.1.3 Soffits
251	11.4.1.4 Durability
252	11.4.2 Seismic 11.5 Roof Systems
253	11.5.1 Asphalt Shingles 11.5.1.1 High Winds
264	11.5.1.2 Hail 11.5.2 Fiber-Cement Shingles
265	11.5.2.1 High Winds 11.5.2.2 Seismic 11.5.2.3 Hail 11.5.3 Liquid-Applied Membranes 11.5.3.1 High Winds
266	11.5.3.2 Hail 11.5.4 Tiles 11.5.4.1 High Winds
271	11.5.4.2 Seismic
273	11.5.4.3 Hail 11.5.5 Metal Panels and Metal Shingles 11.5.5.1 High Winds
274	11.5.5.2 Hail 11.5.6 Slate 11.5.6.1 High Winds
275	11.5.6.2 Seismic 11.5.6.3 Hail 11.5.7 Wood Shingles and Shakes 11.5.7.1 High Winds
276	11.5.7.2 Hail 11.5.8 Low-Slope Roof Systems
277	11.5.8.1 High Winds 11.5.8.2 Seismic 11.5.8.3 Hail 11.6 Attic Vents
280	11.7 Additional Environmental Considerations 11.7.1 Sun 11.7.2 Wind-Driven Rain 11.8 References
284	Chapter 12. Installing Mechanical Equipment and Utilities 12.1 Elevators
285	12.2 Exterior-Mounted Mechanical Equipment 12.2.1 High Winds
286	12.2.2 Flooding
289	12.2.3 Seismic Events 12.3 Interior Mechanical Equipment 12.4 Electric Utility, Telephone, and Cable TV Systems
292	12.4.1 Emergency Power
293	12.5 Water and Wastewater Systems 12.5.1 Wells
294	12.5.2 Septic Systems 12.5.3 Sanitary Systems
295	12.5.4 Municipal Water Connections 12.5.5 Fire Sprinkler Systems 12.6 References
296	Chapter 13. Constructing the Building
297	13.1 Foundation Construction 13.1.1 Layout
300	13.1.2 Pile Foundations
303	13.1.3 Masonry Foundation Construction
305	13.1.4 Concrete Foundation Construction
307	13.1.5 Wood Foundation Construction
308	13.1.6 Foundation Material Durability
312	13.1.7 Field Preservative Treatment
313	13.1.8 Substitutions 13.1.9 Foundation Inspection Points 13.1.10 Top Foundation Issues for Builders
314	13.2 Structural Frame 13.2.1 Structural Connections
318	13.2.2 Floor Framing
319	13.2.2.1 Horizontal Beams and Girders
320	13.2.2.2 Substitution of Floor Framing Materials 13.2.2.3 Floor Framing Inspection Points 13.2.3 Wall Framing
322	13.2.3.1 Substitution of Wall Framing Materials 13.2.3.2 Wall Framing Inspection Points 13.2.4 Roof Framing
323	13.2.4.1 Substitution of Roof Framing Materials 13.2.4.2 Roof Frame Inspection Points 13.2.5 Top Structural Frame Issues for Builders
324	13.3 Building Envelope
325	13.3.1 Substitution of Building Envelope Materials
326	13.3.2 Building Envelope Inspection Points 13.3.3 Top Building Envelope Issues for Builders
327	13.4 References
328	Chapter 14. Maintaining the Building
329	14.1 Effects of Coastal Environment 14.1.1 Corrosion
331	14.1.3 Weathering 14.1.4 Termites
335	14.2.3 Roofs
337	14.2.6 Metal Connectors
339	14.3.1 Flooding 14.3.2 Seismic and Wind
341	Chapter 15. Retrofitting Buildings for Natural Hazards
345	15.2 Seismic Mitigation
348	15.3 Flood Mitigation 15.3.1 Elevation
350	15.3.2 Relocation
352	15.3.4 Wet Floodproofing
353	15.3.5 Floodwalls and Levees
354	15.3.6 Multihazard Mitigation
355	15.4 High-Wind Mitigation
356	15.4.1 Evaluating Existing Homes 15.4.2 Wind Retrofit Mitigation Packages
357	15.4.2.1 Basic Mitigation Package
359	15.4.2.2 Intermediate Mitigation Package 15.4.2.3 Advanced Mitigation Package 15.4.2.4 Additional Mitigation Measures 15.4.3 FEMA Wind Retrofit Grant Programs
361	15.5 References
363	Acronyms
368	Glossary
386	Index, Volume II A B
387	C
388	D
389	E
390	F
392	G H
393	I J L
394	M N
395	O P
396	R S
398	T U V W
399	Z
400	Back Cover