Flood resistant design and construction / American Society of Civil Engineers. txt

Por:

American Society of Civil Engineers

Colaborador(es):

American Society of Civil Engineers

Series ASCE standardEditor: Reston, Virginia : American Society of Civil Engineers, 2015Descripción: xvi, 75 pages : illustrations, maps ; 28 cmTipo de contenido:

text

Tipo de medio:

unmediated

Tipo de soporte:

volume

ISBN:

9780784413791 (print : alk. paper)
9780784478721 (ebook)
0784478724
0784413797
9780784471319
0784471312

Tema(s):

Clasificación CDD:

624.1/76 23

Clasificación LoC:

TA658.2 F56 2015

Contenidos:

CONTENTS -- ASCE STANDARDS -- PREFACE -- ACKNOWLEDGMENTS -- UNIT CONVERSIONS -- 1.0 GENERAL -- 1.1 Scope -- 1.2 Definitions -- 1.3 Identification of flood hazard areas -- 1.4 Identification of flood-prone structures -- 1.4.1 General -- 1.4.2 Consideration for flood protective works -- 1.4.3 Assignment of Flood Design Class to buildings and structures -- 1.4.3.1 Multiple flood design classes -- 1.5 Basic design and construction requirements -- 1.5.1 General -- 1.5.2 Elevation requirements -- 1.5.3 Foundation requirements -- 1.5.3.1 Geotechnical considerations -- 1.5.3.2 Foundation depth -- 1.5.3.3 Foundation walls and wall footings -- 1.5.3.4 Piers, posts, columns, or piles -- 1.5.4 Use of fill -- 1.5.5 Anchorage and connections -- 1.6 Loads in flood hazard areas -- 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 -- 2.1 Scope -- 2.2 Development in floodways -- 2.3 Elevation requirements -- 2.4 Use of fill -- 2.4.1 Structural fill -- 2.5 Slabs-on-grade and footings -- 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 -- 2.7.1 Required openings in foundation walls and walls of enclosures -- 2.7.1.1 Openings in breakaway walls -- 2.7.2 Design of openings -- 2.7.2.1 Non-engineered openings -- 2.7.2.2 Engineered openings -- 2.7.3 Installation of openings -- 3.0 HIGH RISK FLOOD HAZARD AREAS -- 3.1 Scope -- 3.2 Alluvial fan areas -- 3.2.1 Protective works in active alluvial fan areas -- 3.3 Flash flood areas -- 3.3.1 Protective works in flash flood areas -- 3.4 Mudslide areas -- 3.4.1 Protective works in mudslide areas -- 3.5 Erosion-prone areas -- 3.5.1 Protective works in erosion-prone areas -- 3.6 High velocity flow areas -- 3.6.1 Protective works in high velocity flow areas -- 3.7 Areas subject to wave action -- 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 -- 3.8.1 Protective works in ice jam and debris areas -- 4.0 COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES -- 4.1 Scope -- 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 -- 4.5.1 General -- 4.5.1.1 Shallow foundations in Coastal High Hazard Areas -- 4.5.1.2 Shallow foundations in Coastal A Zones -- 4.5.2 Special geotechnical considerations -- 4.5.3 Foundation depth -- 4.5.4 Use of fill -- 4.5.5 Deep foundations -- 4.5.5.1 Attachments to piles -- 4.5.5.2 Piles terminating in pile caps or grade beams that are at or below grade -- 4.5.5.3 Piles extending to superstructure (structure framing) -- 4.5.5.4 Wood piles -- 4.5.5.5 Steel H piles -- 4.5.5.6 Concrete-filled steel pipe piles and shells -- 4.5.5.7 Prestressed concrete piles and precast concrete piles -- 4.5.5.8 Cast-in-place concrete piles -- 4.5.6 Pile design -- 4.5.6.1 Pile capacity -- 4.5.6.2 Capacity of the supporting soils -- 4.5.6.3 Minimum penetration -- 4.5.6.4 Foundation pile spacing -- 4.5.6.5 Wood pile connections -- 4.5.6.6 Steel pile connections -- 4.5.6.7 Concrete pile connections -- 4.5.6.8 Pile splicing -- 4.5.6.9 Mixed types of piling and multiple types of installation methodology -- 4.5.7 Posts, piers, and columns -- 4.5.7.1 Wood posts -- 4.5.7.2 Reinforced masonry columns -- 4.5.7.3 Reinforced concrete 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 -- 4.6.1 Breakaway walls -- 4.6.2 Openings in breakaway walls -- 4.7 Erosion control structures -- 5.0 MATERIALS -- 5.1 General -- 5.2 Specific materials requirements for flood hazard areas -- 5.2.1 Metal connectors and fasteners -- 5.2.2 Structural steel -- 5.2.2.1 Corrosive environments -- 5.2.2.2 Noncorrosive environments -- 5.2.3 Concrete -- 5.2.4 Masonry -- 5.2.5 Wood -- 5.2.5.1 Preservative treatment -- 5.2.5.2 Members and connections -- 5.2.6 Finishes -- 6.0 DRY FLOODPROOFING AND WET FLOODPROOFING -- 6.1 Scope -- 6.2 Dry floodproofing -- 6.2.1 Dry floodproofing limitations -- 6.2.2 Dry floodproofing requirements -- 6.2.3 Limits on human intervention -- 6.3 Wet floodproofing -- 6.3.1 Wet floodproofing limitations on use -- 6.3.2 Wet floodproofing requirements -- 7.0 ATTENDANT UTILITIES AND EQUIPMENT -- 7.1 General -- 7.2 Electrical service -- 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 -- 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 -- 7.5.1 Elevator shafts -- 8.0 BUILDING ACCESS -- 8.1 General -- 9.0 MISCELLANEOUS CONSTRUCTION -- 9.1 General -- 9.2 Decks and porches -- 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 -- 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 -- 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 -- 9.7.1 Aboveground tanks -- 9.7.2 Underground tanks -- 10.0 REFERENCES.

Commentary -- C1: GENERAL -- C1.1 Scope -- C1.2 Definitions -- C1.3 Identification of flood hazard areas -- C1.4 Identification of flood-prone structures -- 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 -- C1.5.1 General -- C1.5.2 Elevation requirements -- C1.5.3 Foundation requirements -- C1.5.3.1 Geotechnical considerations -- C1.5.3.2 Foundation depth -- C1.5.3.3 Foundation walls and wall footings -- C1.5.3.4 Piers, posts, columns, or piles -- C1.5.4 Use of fill -- C1.5.5 Anchorage and connections -- C1.6 Loads in flood hazard areas -- 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 -- C2.1 Scope -- C2.2 Development in floodways -- C2.3 Elevation requirements -- C2.4 Use of fill -- C2.4.1 Structural fill -- C2.5 Slabs-on-grade and footings -- C2.5.1 Use of slabs-on-grade -- C2.7 Enclosures below the design flood elevation -- C2.7.1 Required openings in foundation walls and walls of enclosures -- C2.7.1.1 Openings in breakaway walls -- C2.7.2 Design of openings -- C2.7.2.1 Non-engineered openings -- C2.7.2.2 Engineered openings -- C2.7.3 Installation of openings -- C3: HIGH RISK FLOOD HAZARD AREAS -- C3.1 Scope -- C3.2 Alluvial fan areas -- C3.2.1 Protective works in active alluvial fan areas -- C3.3 Flash flood areas -- 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 -- C4.1 Scope -- 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 -- C4.5.1 General -- C4.5.1.1 Shallow foundations in Coastal High Hazard Areas -- C4.5.1.2 Shallow foundations in Coastal A Zones -- C4.5.3 Foundation depth -- C4.5.4 Use of fill -- C4.5.5 Deep foundations -- C4.5.5.4 Wood piles -- C4.5.5.6 Concrete-filled steel pipe piles and shells -- C4.5.5.8 Cast-in-place concrete piles -- C4.5.6 Pile design -- C4.5.6.1 Pile capacity -- C4.5.6.2 Capacity of the supporting soils -- C4.5.6.3 Minimum penetration -- C4.5.6.4 Foundation pile splicing -- C4.5.7 Posts, piers, and columns -- C4.5.7.3 Reinforced concrete 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 -- C4.6.1 Breakaway walls -- C4.6.2 Openings in breakaway walls -- C4.7 Erosion control structures -- C5: MATERIALS -- 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 -- C6.1 Scope -- C6.2 Dry floodproofing -- 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 -- C7.1 General -- C7.2 Electrical service -- 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 -- C7.5.1 Elevator shafts -- C8: BUILDING ACCESS -- C8.1 General -- C9: MISCELLANEOUS CONSTRUCTION -- C9.2 Decks and porches -- 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 -- C9.4.1 Attached garages, carports, and accessory storage structures -- C9.5 Chimneys and fireplaces -- C9.6 Pools -- C9.7 Tanks -- C10: REFERENCES -- Index.

Resumen: Provides minimum requirements for design and construction of structures located in flood hazard areas and subject to building code requirements. Identification of flood prone structures is based on flood hazard maps, studies, and other public information. This standard applies to new structures and to work classified as substantial improvement of existing structures that are not historic.

Existencias ( 1 )
Notas de título ( 8 )

Existencias
Imagen de cubierta	Tipo de ítem	Biblioteca actual	Biblioteca de origen	Colección	Ubicación en estantería	Signatura topográfica	Materiales especificados	Info Vol	URL	Copia número	Estado	Notas	Fecha de vencimiento	Código de barras	Reserva de ítems	Prioridad de la cola de reserva de ejemplar	Reservas para cursos
	Libro Referencia CARIBET	CARIBET Biblioteca Arquitectura Colección de Referencia CARIBET				Referencia TA658.2 F56 2015 (Navegar estantería(Abre debajo))				1	Disponible			91000000063933

Total de reservas: 0

Descripciones mejoradas de Syndetics:

Provides minimum requirements for design and construction of structures located in flood hazard areas and subject to building code requirements. Identification of flood prone structures is based on flood hazard maps, studies, and other public information. This standard applies to new structures, including subsequent work, and to work classified as substantial improvement of existing structures that are not historic. standard ASCE/SEI 24-14 introduces a new concept, Flood Design class, which bases requirements for a structure on the risk associated with unacceptable performance.

"ASCE/SEI 24-14."

"ASCE/SEI, Construction Institute."

"This document uses both the international system of units (SI) and customary units."

"Updates and replaces the previous standard, ASCE/SEI 24-05"--Page 4 of cover.

CONTENTS --
ASCE STANDARDS --
PREFACE --
ACKNOWLEDGMENTS --
UNIT CONVERSIONS --
1.0 GENERAL --
1.1 Scope --
1.2 Definitions --
1.3 Identification of flood hazard areas --
1.4 Identification of flood-prone structures --
1.4.1 General --
1.4.2 Consideration for flood protective works --
1.4.3 Assignment of Flood Design Class to buildings and structures --
1.4.3.1 Multiple flood design classes --
1.5 Basic design and construction requirements --
1.5.1 General --
1.5.2 Elevation requirements --
1.5.3 Foundation requirements --
1.5.3.1 Geotechnical considerations --
1.5.3.2 Foundation depth --
1.5.3.3 Foundation walls and wall footings --
1.5.3.4 Piers, posts, columns, or piles --
1.5.4 Use of fill --
1.5.5 Anchorage and connections --
1.6 Loads in flood hazard areas --
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 --
2.1 Scope --
2.2 Development in floodways --
2.3 Elevation requirements --
2.4 Use of fill --
2.4.1 Structural fill --
2.5 Slabs-on-grade and footings --
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 --
2.7.1 Required openings in foundation walls and walls of enclosures --
2.7.1.1 Openings in breakaway walls --
2.7.2 Design of openings --
2.7.2.1 Non-engineered openings --
2.7.2.2 Engineered openings --
2.7.3 Installation of openings --
3.0 HIGH RISK FLOOD HAZARD AREAS --
3.1 Scope --
3.2 Alluvial fan areas --
3.2.1 Protective works in active alluvial fan areas --
3.3 Flash flood areas --
3.3.1 Protective works in flash flood areas --
3.4 Mudslide areas --
3.4.1 Protective works in mudslide areas --
3.5 Erosion-prone areas --
3.5.1 Protective works in erosion-prone areas --
3.6 High velocity flow areas --
3.6.1 Protective works in high velocity flow areas --
3.7 Areas subject to wave action --
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 --
3.8.1 Protective works in ice jam and debris areas --
4.0 COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES --
4.1 Scope --
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 --
4.5.1 General --
4.5.1.1 Shallow foundations in Coastal High Hazard Areas --
4.5.1.2 Shallow foundations in Coastal A Zones --
4.5.2 Special geotechnical considerations --
4.5.3 Foundation depth --
4.5.4 Use of fill --
4.5.5 Deep foundations --
4.5.5.1 Attachments to piles --
4.5.5.2 Piles terminating in pile caps or grade beams that are at or below grade --
4.5.5.3 Piles extending to superstructure (structure framing) --
4.5.5.4 Wood piles --
4.5.5.5 Steel H piles --
4.5.5.6 Concrete-filled steel pipe piles and shells --
4.5.5.7 Prestressed concrete piles and precast concrete piles --
4.5.5.8 Cast-in-place concrete piles --
4.5.6 Pile design --
4.5.6.1 Pile capacity --
4.5.6.2 Capacity of the supporting soils --
4.5.6.3 Minimum penetration --
4.5.6.4 Foundation pile spacing --
4.5.6.5 Wood pile connections --
4.5.6.6 Steel pile connections --
4.5.6.7 Concrete pile connections --
4.5.6.8 Pile splicing --
4.5.6.9 Mixed types of piling and multiple types of installation methodology --
4.5.7 Posts, piers, and columns --
4.5.7.1 Wood posts --
4.5.7.2 Reinforced masonry columns --
4.5.7.3 Reinforced concrete 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 --
4.6.1 Breakaway walls --
4.6.2 Openings in breakaway walls --
4.7 Erosion control structures --
5.0 MATERIALS --
5.1 General --
5.2 Specific materials requirements for flood hazard areas --
5.2.1 Metal connectors and fasteners --
5.2.2 Structural steel --
5.2.2.1 Corrosive environments --
5.2.2.2 Noncorrosive environments --
5.2.3 Concrete --
5.2.4 Masonry --
5.2.5 Wood --
5.2.5.1 Preservative treatment --
5.2.5.2 Members and connections --
5.2.6 Finishes --
6.0 DRY FLOODPROOFING AND WET FLOODPROOFING --
6.1 Scope --
6.2 Dry floodproofing --
6.2.1 Dry floodproofing limitations --
6.2.2 Dry floodproofing requirements --
6.2.3 Limits on human intervention --
6.3 Wet floodproofing --
6.3.1 Wet floodproofing limitations on use --
6.3.2 Wet floodproofing requirements --
7.0 ATTENDANT UTILITIES AND EQUIPMENT --
7.1 General --
7.2 Electrical service --
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 --
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 --
7.5.1 Elevator shafts --
8.0 BUILDING ACCESS --
8.1 General --
9.0 MISCELLANEOUS CONSTRUCTION --
9.1 General --
9.2 Decks and porches --
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 --
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 --
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 --
9.7.1 Aboveground tanks --
9.7.2 Underground tanks --
10.0 REFERENCES.

Commentary --
C1: GENERAL --
C1.1 Scope --
C1.2 Definitions --
C1.3 Identification of flood hazard areas --
C1.4 Identification of flood-prone structures --
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 --
C1.5.1 General --
C1.5.2 Elevation requirements --
C1.5.3 Foundation requirements --
C1.5.3.1 Geotechnical considerations --
C1.5.3.2 Foundation depth --
C1.5.3.3 Foundation walls and wall footings --
C1.5.3.4 Piers, posts, columns, or piles --
C1.5.4 Use of fill --
C1.5.5 Anchorage and connections --
C1.6 Loads in flood hazard areas --
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 --
C2.1 Scope --
C2.2 Development in floodways --
C2.3 Elevation requirements --
C2.4 Use of fill --
C2.4.1 Structural fill --
C2.5 Slabs-on-grade and footings --
C2.5.1 Use of slabs-on-grade --
C2.7 Enclosures below the design flood elevation --
C2.7.1 Required openings in foundation walls and walls of enclosures --
C2.7.1.1 Openings in breakaway walls --
C2.7.2 Design of openings --
C2.7.2.1 Non-engineered openings --
C2.7.2.2 Engineered openings --
C2.7.3 Installation of openings --
C3: HIGH RISK FLOOD HAZARD AREAS --
C3.1 Scope --
C3.2 Alluvial fan areas --
C3.2.1 Protective works in active alluvial fan areas --
C3.3 Flash flood areas --
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 --
C4.1 Scope --
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 --
C4.5.1 General --
C4.5.1.1 Shallow foundations in Coastal High Hazard Areas --
C4.5.1.2 Shallow foundations in Coastal A Zones --
C4.5.3 Foundation depth --
C4.5.4 Use of fill --
C4.5.5 Deep foundations --
C4.5.5.4 Wood piles --
C4.5.5.6 Concrete-filled steel pipe piles and shells --
C4.5.5.8 Cast-in-place concrete piles --
C4.5.6 Pile design --
C4.5.6.1 Pile capacity --
C4.5.6.2 Capacity of the supporting soils --
C4.5.6.3 Minimum penetration --
C4.5.6.4 Foundation pile splicing --
C4.5.7 Posts, piers, and columns --
C4.5.7.3 Reinforced concrete 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 --
C4.6.1 Breakaway walls --
C4.6.2 Openings in breakaway walls --
C4.7 Erosion control structures --
C5: MATERIALS --
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 --
C6.1 Scope --
C6.2 Dry floodproofing --
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 --
C7.1 General --
C7.2 Electrical service --
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 --
C7.5.1 Elevator shafts --
C8: BUILDING ACCESS --
C8.1 General --
C9: MISCELLANEOUS CONSTRUCTION --
C9.2 Decks and porches --
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 --
C9.4.1 Attached garages, carports, and accessory storage structures --
C9.5 Chimneys and fireplaces --
C9.6 Pools --
C9.7 Tanks --
C10: REFERENCES --
Index.

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