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020 _a9780784478721
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020 _z9780784413791
035 _a(MiAaPQ)EBC3115703
035 _a(Au-PeEL)EBL3115703
035 _a(CaPaEBR)ebr11005695
035 _a(OCoLC)897745495
040 _aMiAaPQ
_beng
_erda
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_cMiAaPQ
_dMiAaPQ
050 4 _aTA658.2
_b.F56 2015
082 0 _a624.1/76
110 _9298952
_aAmerican Society of Civil Engineers (ASCE)
245 1 0 _aFlood Resistant Design and Construction /
_cAmerican Society of Civil Engineers (ASCE)
264 1 _aReston :
_bAmerican Society of Civil Engineers,
_c2014.
264 4 _c©2015.
300 _a1 online resource (92 pages)
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
490 1 _aStandards Ser. ;
_vv.ASCE/SEI 24-14
504 _aIncludes bibliographical references and index.
505 0 _aCover -- 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 -- 1.5 Basic design and construction requirements -- 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 -- 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 -- 2.7.2 Design of 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.
505 8 _a4.1 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 -- 4.5.2 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 -- 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 Specificmaterials requirements for flood hazard areas -- 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 -- 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.
505 8 _a9.0 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 -- 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 -- C1.5.4 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 -- C2.7.2 Design of openings -- C2.7.3 Installation of openings -- C3 HIGH RISK FLOOD HAZARD AREAS -- C3.1 Scope -- C3.2 Alluvial fan areas.
505 8 _aC3.2.1 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 -- C4.5.3 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 -- 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.
505 8 _aC9.4 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 -- A -- B -- C -- D -- E -- F -- G -- H -- I -- L -- M -- N -- O -- P -- R -- S -- T -- V -- W.
520 _aPrepared by the Flood Resistant Design and Construction Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE Flood Resistant Design and Construction, ASCE/SEI 24-14, 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, that bases requirements for a structure on the risk associated with unacceptable performance. The standard includes requirements for the following: basic siting and design and construction requirements for structures in flood hazard areas; minimum elevations for the lowest floor, flood damage-resistant materials, and floodproofing measures, each tied to a structure's Flood Design Class; structures in high risk flood hazard areas subject to flooding associated with alluvial fans, flash floods, mudslides, erosion, high velocity flow, coastal wave action, or ice jams and debris; structures in coastal high hazard areas (V Zones) and Coastal A Zones; flood damage-resistant materials; dry floodproofing and wet floodproofing; attendant utilities and equipment, including electrical service, plumbing systems, mechanical/HVAC systems, and elevators; building access; and miscellaneous construction, including decks and porches, concrete slabs, garages and carports, accessory storage structures, chimneys and fireplaces, pools, and tanks A detailed commentary containing explanatory and supplementary information to assist users of the standard is included for each chapter. Standard ASCE/SEI 24-14 updates and replaces the previous Standard, ASCE/SEI 24-05. It provides essential guidance on design and construction to structural engineers, design professionals, code officials, floodplain managers, and building owners. The standard is adopted by reference in model building codes.
588 _aDescription based on publisher supplied metadata and other sources.
590 _aElectronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2021. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
650 0 _aStructural design
_9175178
_xStandards
650 0 _aFlood damage prevention
_997222
_zUnited States
650 0 _aBuilding, Stormproof
_9205639
_zUnited States
655 4 _aElectronic books.
776 0 8 _iPrint version:
_aStaff, American Society of Civil Engineers (ASCE)
_tFlood Resistant Design and Construction
_dReston : American Society of Civil Engineers,c2014
_z9780784413791
797 2 _aProQuest (Firm)
830 0 _aStandards Ser.
856 _uhttps://login.ezproxy.pucpr.edu/login?url=https://ebookcentral.proquest.com/lib/pucpr-ebooks/detail.action?docID=3115703
_yAcceso Remoto
856 4 0 _uhttps://ebookcentral.proquest.com/lib/pucpr-ebooks/detail.action?docID=3115703
_yAcceso en el Campus PUCPR
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