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ASCE Standard 24: Flood Resistant Design and Construction, 2014
- Cover
- CONTENTS
- ASCE STANDARDS
- PREFACE
- ACKNOWLEDGMENTS
- UNIT CONVERSIONS
- 1.0 GENERAL [Go to Page]
- 1.1 Scope
- 1.2 Definitions
- 1.3 Identification of flood hazard areas
- 1.4 Identification of flood-prone structures [Go to Page]
- 1.4.1 General
- 1.4.2 Consideration for flood protective works
- 1.4.3 Assignment of Flood Design Class to buildings and structures
- 1.5 Basic design and construction requirements [Go to Page]
- 1.5.1 General
- 1.5.2 Elevation requirements
- 1.5.3 Foundation requirements
- 1.5.4 Use of fill
- 1.5.5 Anchorage and connections
- 1.6 Loads in flood hazard areas [Go to Page]
- 1.6.1 General
- 1.6.2 Combination of loads
- 2.0 BASIC REQUIREMENTS FOR FLOOD HAZARD AREAS THAT ARE NOT IDENTIFIED AS COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES [Go to Page]
- 2.1 Scope
- 2.2 Development in floodways
- 2.3 Elevation requirements
- 2.4 Use of fill [Go to Page]
- 2.4.1 Structural fill
- 2.5 Slabs-on-grade and footings [Go to Page]
- 2.5.1 Use of slabs-on-grade
- 2.5.2 Footing design
- 2.6 Foundation walls
- 2.7 Enclosures below the design flood elevation [Go to Page]
- 2.7.1 Required openings in foundation walls and walls of enclosures
- 2.7.2 Design of openings
- 2.7.3 Installation of openings
- 3.0 HIGH RISK FLOOD HAZARD AREAS [Go to Page]
- 3.1 Scope
- 3.2 Alluvial fan areas [Go to Page]
- 3.2.1 Protective works in active alluvial fan areas
- 3.3 Flash flood areas [Go to Page]
- 3.3.1 Protective works in flash flood areas
- 3.4 Mudslide areas [Go to Page]
- 3.4.1 Protective works in mudslide areas
- 3.5 Erosion-prone areas [Go to Page]
- 3.5.1 Protective works in erosion-prone areas
- 3.6 High velocity flow areas [Go to Page]
- 3.6.1 Protective works in high velocity flow areas
- 3.7 Areas subject to wave action [Go to Page]
- 3.7.1 Coastal High Hazard Areas and Coastal A Zones
- 3.7.2 Other high velocity wave action areas
- 3.8 Ice jam and debris areas [Go to Page]
- 3.8.1 Protective works in ice jam and debris areas
- 4.0 COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES [Go to Page]
- 4.1 Scope [Go to Page]
- 4.1.1 Identification of Coastal High Hazard Areas and Coastal A Zones
- 4.2 General
- 4.3 Siting
- 4.4 Elevation requirements
- 4.5 Foundation requirements [Go to Page]
- 4.5.1 General
- 4.5.2 Special geotechnical considerations
- 4.5.3 Foundation depth
- 4.5.4 Use of fill
- 4.5.5 Deep foundations
- 4.5.6 Pile design
- 4.5.7 Posts, piers, and columns
- 4.5.8 Footings, mats, rafts, and concrete slabs that support columns or walls
- 4.5.9 Pile caps
- 4.5.10 Grade beams
- 4.5.11 Bracing
- 4.5.12 Shear walls
- 4.5.13 Stem walls
- 4.6 Enclosed areas below design flood elevation [Go to Page]
- 4.6.1 Breakaway walls
- 4.6.2 Openings in breakaway walls
- 4.7 Erosion control structures
- 5.0 MATERIALS [Go to Page]
- 5.1 General
- 5.2 Specificmaterials requirements for flood hazard areas [Go to Page]
- 5.2.1 Metal connectors and fasteners
- 5.2.2 Structural steel
- 5.2.3 Concrete
- 5.2.4 Masonry
- 5.2.5 Wood
- 5.2.6 Finishes
- 6.0 DRY FLOODPROOFING AND WET FLOODPROOFING [Go to Page]
- 6.1 Scope
- 6.2 Dry floodproofing [Go to Page]
- 6.2.1 Dry floodproofing limitations
- 6.2.2 Dry floodproofing requirements
- 6.2.3 Limits on human intervention
- 6.3 Wet floodproofing [Go to Page]
- 6.3.1 Wet floodproofing limitations on use
- 6.3.2 Wet floodproofing requirements
- 7.0 ATTENDANT UTILITIES AND EQUIPMENT [Go to Page]
- 7.1 General
- 7.2 Electrical service [Go to Page]
- 7.2.1 Service conduits and cables
- 7.2.2 Exposed conduits and cables
- 7.2.3 Electric meters
- 7.2.4 Panelboards, disconnect switches, and circuit breakers
- 7.2.5 Electric elements installed below minimum elevations
- 7.3 Plumbing systems [Go to Page]
- 7.3.1 Buried plumbing systems
- 7.3.2 Exposed plumbing systems
- 7.3.3 Plumbing systems installed below minimum elevations
- 7.3.4 Sanitary systems
- 7.4 Mechanical, heating, ventilation, and air conditioning systems
- 7.5 Elevators [Go to Page]
- 7.5.1 Elevator shafts
- 8.0 BUILDING ACCESS [Go to Page]
- 8.1 General
- 9.0 MISCELLANEOUS CONSTRUCTION [Go to Page]
- 9.1 General
- 9.2 Decks and porches [Go to Page]
- 9.2.1 Attached decks and porches
- 9.2.2 Detached decks and porches
- 9.3 Concrete slabs
- 9.4 Garages, carports, and accessory storage structures [Go to Page]
- 9.4.1 Attached garages, carports, and accessory storage structures
- 9.4.2 Detached garages, carports, and accessory storage structures
- 9.4.3 Multistory parking structures
- 9.5 Chimneys and fireplaces
- 9.6 Pools [Go to Page]
- 9.6.1 Pools in Flood hazard areas other than Coastal High Hazard Areas and Coastal A Zones
- 9.6.2 Pools in Coastal High Hazard Areas, Coastal A Zones, and other high risk Flood hazard areas
- 9.7 Tanks [Go to Page]
- 9.7.1 Aboveground tanks
- 9.7.2 Underground tanks
- 10.0 REFERENCES
- C1 GENERAL [Go to Page]
- C1.1 Scope
- C1.2 Definitions
- C1.3 Identification of flood hazard areas
- C1.4 Identification of flood-prone structures [Go to Page]
- C1.4.1 General
- C1.4.2 Consideration for flood protective works
- C1.4.3 Assignment of Flood Design Class to buildings and structures
- C1.5 Basic design and construction requirements [Go to Page]
- C1.5.1 General
- C1.5.2 Elevation requirements
- C1.5.3 Foundation requirements
- C1.5.4 Use of fill
- C1.5.5 Anchorage and connections
- C1.6 Loads in Flood hazard areas [Go to Page]
- C1.6.1 General
- C1.6.2 Combination of loads
- C2 BASIC REQUIREMENTS FOR FLOOD HAZARD AREAS THAT ARE NOT IDENTIFIED AS COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES [Go to Page]
- C2.1 Scope
- C2.2 Development in floodways
- C2.3 Elevation requirements
- C2.4 Use of fill [Go to Page]
- C2.4.1 Structural fill
- C2.5 Slabs-on-grade and footings [Go to Page]
- C2.5.1 Use of slabs-on-grade
- C2.7 Enclosures below the design flood elevation [Go to Page]
- C2.7.1 Required openings in foundation walls and walls of enclosures
- C2.7.2 Design of openings
- C2.7.3 Installation of openings
- C3 HIGH RISK FLOOD HAZARD AREAS [Go to Page]
- C3.1 Scope
- C3.2 Alluvial fan areas [Go to Page]
- C3.2.1 Protective works in active alluvial fan areas
- C3.3 Flash flood areas [Go to Page]
- C3.3.1 Protective works in flash flood areas
- C3.4 Mudslide areas
- C3.5 Erosion-prone areas
- C3.6 High velocity flow areas
- C3.8 Ice jam and debris areas
- C4 COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES [Go to Page]
- C4.1 Scope [Go to Page]
- C4.1.1 Identification of Coastal High Hazard Areas and Coastal A Zones
- C4.2 General
- C4.3 Siting
- C4.4 Elevation requirements
- C4.5 Foundation requirements [Go to Page]
- C4.5.1 General
- C4.5.3 Foundation depth
- C4.5.4 Use of fill
- C4.5.5 Deep foundations
- C4.5.6 Pile design
- C4.5.7 Posts, piers, and columns
- C4.5.8 Footings, mats, rafts, and concrete slabs that support columns or walls
- C4.5.10 Grade beams
- C4.5.11 Bracing
- C4.5.12 Shear walls
- C4.5.13 Stem walls
- C4.6 Enclosed areas below design flood elevation [Go to Page]
- C4.6.1 Breakaway walls
- C4.6.2 Openings in breakaway walls
- C4.7 Erosion control structures
- C5 MATERIALS [Go to Page]
- C5.1 General
- C5.2.1 Metal connectors and fasteners
- C5.2.2 Structural steel
- C5.2.3 Concrete
- C5.2.4 Masonry
- C5.2.5 Wood
- C6 DRY FLOODPROOFING AND WET FLOODPROOFING [Go to Page]
- C6.1 Scope
- C6.2 Dry floodproofing [Go to Page]
- C6.2.1 Dry floodproofing limitations
- C6.2.2 Dry floodproofing requirements
- C6.2.3 Limits on human intervention
- C6.3 Wet floodproofing
- C7 ATTENDANT UTILITIES AND EQUIPMENT [Go to Page]
- C7.1 General
- C7.2 Electrical service [Go to Page]
- C7.2.5 Electric elements installed below minimum elerations
- C7.3.3 Plumbing systems installed below minimum elevations
- C7.3.4 Sanitary systems
- C7.4 Mechanical, heating, ventilation, and air conditioning systems
- C7.5 Elevators [Go to Page]
- C7.5.1 Elevator shafts
- C8 BUILDING ACCESS [Go to Page]
- C8.1 General
- C9 MISCELLANEOUS CONSTRUCTION [Go to Page]
- C9.2 Decks and porches [Go to Page]
- C9.2.1 Attached decks and porches
- C9.2.2 Detached decks and porches
- C9.3 Concrete slabs
- C9.4 Garages, carports, and accessory storage structures [Go to Page]
- C9.4.1 Attached garages, carports, and accessory storage structures
- C9.5 Chimneys and fireplaces
- C9.6 Pools
- C9.7 Tanks
- C10 REFERENCES
- INDEX [Go to Page]
- A
- B
- C
- D
- E
- F
- G
- H
- I
- L
- M
- N
- O
- P
- R
- S
- T
- V
- W [Go to Page]