ASCE 24 98 1998

$34.13

ASCE Standard 24 Flood Resistant Design and Construction

Published By	Publication Date	Number of Pages
ASCE	1998	74

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Description

This Standard provides minimum requirements for flood-resistant design and construction of structures located in flood hazard areas. These requirements apply to new construction which includes: new structures including subsequent work to such structures, and work classified as substantial repair or substantial improvement of an existing structure that is not an historic structure. Topics include basic requirements for flood hazard areas, high risk flood areas, flood hazard areas subject to high velocity wave action, design, materials, dry and wet floodproofing, utilities, means of egress, and accessory structures.

PDF Catalog

PDF Pages	PDF Title
5	FOREWORD FOREWORD
9	TS TS
15	1.1 Scope 1.1 Scope
20	1.3 Identification of Flood Hazard Areas 1.3 Identification of Flood Hazard Areas Loads in Flood Hazard Areas Loads in Flood Hazard Areas 1.4.1 General 1.4.1 General 1.4.2 Combination of Loads 1.4.2 Combination of Loads 1.5 Identification of Floodprone Structures 1.5 Identification of Floodprone Structures 1.5.1 General 1.5.1 General 1.5.2 Consideration for Flood Protective Works 1.5.2 Consideration for Flood Protective Works
21	1.6 Classification of Structures 1.6 Classification of Structures Basic Requirements for Flood Hazard Areas Basic Requirements for Flood Hazard Areas Scope Scope
22	2.3.1 Siting in Flood Hazard Areas 2.3.1 Siting in Flood Hazard Areas 2.3.3 Siting in High Risk 2.3.3 Siting in High Risk Flood Hazard Areas Not Subject to High Velocity Wave Action Flood Hazard Areas Not Subject to High Velocity Wave Action Foundation Requirements Foundation Requirements
23	2.5.2 Foundation Depth 2.5.2 Foundation Depth 2.5.3 Use of Fill 2.5.3 Use of Fill Required Openings in Load Bearing Foundation Walls Required Openings in Load Bearing Foundation Walls 2.5.4.2 Openings in Breakaway Walls 2.5.4.2 Openings in Breakaway Walls Use of Piers Posts Columns or Piles Use of Piers Posts Columns or Piles
24	Flood Elevation Flood Elevation
25	Protective Works in Alluvial Fan Areas Protective Works in Alluvial Fan Areas
26	3.5 Erosion Prone Areas 3.5 Erosion Prone Areas Protective Works in Erosion Prone Areas Protective Works in Erosion Prone Areas High Velocity Flow Areas High Velocity Flow Areas Protective Works in High Velocity Flow Areas Protective Works in High Velocity Flow Areas 3.7 High Velocity Wave Actio 3.7 High Velocity Wave Actio 3.8 Icejam and Debris Areas 3.8 Icejam and Debris Areas 3.8.1 Protective Work 3.8.1 Protective Work Flood Hazard Areas Subject to High Velocity Wave Action Flood Hazard Areas Subject to High Velocity Wave Action 4.1 Scope 4.1 Scope
27	4.4 Elevation Requirements 4.4 Elevation Requirements 4.5 Foundation Requirements 4.5 Foundation Requirements 4.5.1 General 4.5.1 General
29	Special Geotechnical Considerations Special Geotechnical Considerations 4.5.4 Use of Fill 4.5.4 Use of Fill Pile Foundations Pile Foundations
30	4.5.5.3 Wood Piles 4.5.5.3 Wood Piles 4.5.5.4 Steel H Piles 4.5.5.4 Steel H Piles 4.5.6.1 Wood Posts 4.5.6.1 Wood Posts 4.5.7 Grade Beams 4.5.7 Grade Beams
31	Enclosed Areas Below Design Flood Elevation Enclosed Areas Below Design Flood Elevation 4.6.1 Breakaway Walls 4.6.1 Breakaway Walls Erosion Control Structures Erosion Control Structures 4.8 Decks Concrete Pads and Patios 4.8 Decks Concrete Pads and Patios
32	5.0 Design 5.0 Design General General 5.2 Vertical Structural Systems 5.2 Vertical Structural Systems 5.2.1 Masonry Walls 5.2.1 Masonry Walls 5.2.2 Concrete Walls 5.2.2 Concrete Walls General General Timber Piles Timber Piles 5.2.4.4 Concrete-Filled Steel Pipe Piles and Shells 5.2.4.4 Concrete-Filled Steel Pipe Piles and Shells 5.2.4.5 Precast (Including Prestressed) Concrete Piles 5.2.4.5 Precast (Including Prestressed) Concrete Piles 5.2.4.6 Cast-in-Place Concrete Piles 5.2.4.6 Cast-in-Place Concrete Piles Pile Capacity Pile Capacity
33	Minimum Penetration Minimum Penetration Foundation Pile Spacing Foundation Pile Spacing Pile Caps Pile Caps Steel Piles Not in Tensi Steel Piles Not in Tensi Steel Piles in Tension Steel Piles in Tension
34	Concrete Piles Not in Tension Concrete Piles Not in Tension Concrete Piles in Tension Concrete Piles in Tension Pile Splicing Pile Splicing Installation Methodology Installation Methodology 5.2.5 Posts Piers and Columns 5.2.5 Posts Piers and Columns 5.3 Footings 5.3 Footings 5.4 Mats Rafts and Slabs 5.4 Mats Rafts and Slabs 5.5 Grade Beams 5.5 Grade Beams 5.6 AnchorageIConnections 5.6 AnchorageIConnections
35	Materials Materials 6.2.2 Structural Steel 6.2.2 Structural Steel 6.2.2.2 Non-Corrosive Environments 6.2.2.2 Non-Corrosive Environments
36	6.2.3 Concrete 6.2.3 Concrete 6.2.5 Wood and Timber 6.2.5 Wood and Timber Dry and Wet Floodproofing Dry and Wet Floodproofing 7.2 Dry Floodproofing 7.2 Dry Floodproofing
37	7.3 Wet Floodproofing 7.3 Wet Floodproofing 7.3.1 Wet Floodproofing Restrictions 7.3.1 Wet Floodproofing Restrictions 7.4 Active Floodproofing 7.4 Active Floodproofing
38	8.2 Electrical 8.2 Electrical 8.2.1 Service Conduits bles 8.2.1 Service Conduits bles 8.2.2 Exposed Conduits and Cables 8.2.2 Exposed Conduits and Cables 8.2.3 Electric Meters 8.2.3 Electric Meters 8.2.4 Disconnect Switc 8.2.4 Disconnect Switc 8.2.5 Electric Elements Installed Below Minimum Elevations 8.2.5 Electric Elements Installed Below Minimum Elevations
39	8.3 Plumbing 8.3 Plumbing 8.3.1 Buried Plumbing Systems 8.3.1 Buried Plumbing Systems 8.3.2 Exposed Plumbing Systems 8.3.2 Exposed Plumbing Systems Plumbing Systems Installed Below Minimum Elevations Plumbing Systems Installed Below Minimum Elevations 8.3.4 Sanitary Systems 8.3.4 Sanitary Systems 8.4 Mechanical Heating Ventilati 8.4 Mechanical Heating Ventilati 8.4 I Fuel Storage Tanks 8.4 I Fuel Storage Tanks
40	8.5 Elevators 8.5 Elevators Accessory Structures Accessory Structures 10.1 General 10.1 General Decks Porches and Patios Decks Porches and Patios
41	10.3 Garages 10.3 Garages Garages Attached to Structures Garages Attached to Structures 10.3.2 Detached Garages 10.3.2 Detached Garages 10.4 Chimneys and Fireplaces 10.4 Chimneys and Fireplaces References References
43	c1.0 c1.0
47	Basic Requirements for Flood Hazard Areas Basic Requirements for Flood Hazard Areas
51	High Risk Flood Hazard Areas High Risk Flood Hazard Areas
54	Flood Hazard Areas Subject to High Velocity Wave Action Flood Hazard Areas Subject to High Velocity Wave Action
60	Design Design
61	Materials Materials
62	Dry and Wet Floodproofing Dry and Wet Floodproofing
63	Utilities Utilities
64	Means of Egress Means of Egress Accessory Structures Accessory Structures
65	References References
69	Index Index