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This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.A S C E S TA N D A R DASCE/SEI 24-14American Society of Civil EngineersFlood Resistant Designand ConstructionThis document uses both the International System of Units (SI) and customary units.Published by the American Society of Civil Engineers
This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.Library of Congress Cataloging-in-Publication DataFlood resistant design and construction.pages cm“ASCE/SEI 24-14.”ISBN 978-0-7844-1379-1 (print : alk. paper)–ISBN 978-0-7844-7872-1 (ebook)1. Structural design–Standards. 2. Flood damage prevention–United States.3. Building, Stormproof–United States. I. American Society of Civil Engineers.TA658.2.F56 2015624.1'76–dc232014035187Published by American Society of Civil Engineers1801 Alexander Bell DriveReston, Virginia, 20191-4382www.asce.org/bookstore ascelibrary.orgThis standard was developed by a consensus standards development process that has beenaccredited by the American National Standards Institute (ANSI). Accreditation by ANSI, avoluntary accreditation body representing public and private sector standards developmentorganizations in the United States and abroad, signifies that the standards developmentprocess used by ASCE has met the ANSI requirements for openness, balance, consensus,and due process.While ASCE’s process is designed to promote standards that reflect a fair and reasonedconsensus among all interested participants, while preserving the public health, safety, andwelfare that is paramount to its mission, it has not made an independent assessment of anddoes not warrant the accuracy, completeness, suitability, or utility of any information, apparatus, product, or process discussed herein. ASCE does not intend, nor should anyoneinterpret, ASCE’s standards to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s) of practice, nor to substitutefor the standard of care required of such professionals in interpreting and applying thecontents of this standard.ASCE has no authority to enforce compliance with its standards and does not undertake tocertify products for compliance or to render any professional services to any person or entity.ASCE disclaims any and all liability for any personal injury, property damage, financial loss,or other damages of any nature whatsoever, including without limitation any direct, indirect,special, exemplary, or consequential damages, resulting from any person’s use of, or relianceon, this standard. Any individual who relies on this standard assumes full responsibility forsuch use.ASCE and American Society of Civil Engineers—Registered in U.S. Patent and TrademarkOffice.Photocopies and permissions. Permission to photocopy or reproduce material from ASCEpublications can be requested by sending an e-mail to permissions@asce.org or by locatinga title in ASCE’s Civil Engineering Database (http://cedb.asce.org) or ASCE Library (http://ascelibrary.org) and using the “Permissions” link.Errata: Errata, if any, can be found at http://dx.doi.org/10.1061/9780784413791.Copyright 2015 by the American Society of Civil Engineers.All Rights Reserved.ISBN 978-0-7844-1379-1 (print)ISBN 978-0-7844-7872-1 (PDF)Manufactured in the United States of America.22 21 20 19 18 17 16 151 2 3 4 5
This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.ASCE STANDARDSIn 2006, the Board of Direction approved the revision to theASCE Rules for Standards Committees to govern the writingand maintenance of standards developed by the Society. All suchstandards are developed by a consensus standards processmanaged by the Society’s Codes and Standards Committee(CSC). The consensus process includes balloting by a balancedstandards committee made up of Society members and nonmembers, balloting by the membership of the Society as a whole, andballoting by the public. All standards are updated or reaffirmedby the same process at intervals not exceeding five years.The material presented in this Standard has been preparedin accordance with recognized engineering principles. ThisStandard should not be used without first securing competentadvice with respect to its suitability for any given application.The publication of the material contained herein is not intendedas a representation or warranty on the part of the AmericanSociety of Civil Engineers, or of any other person named herein,that this information is suitable for any general or particular useor promises freedom from infringement of any patent or patents.Anyone making use of this information assumes all liability fromsuch use.A complete list of currently available standards is available in the ASCE Library i
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This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.PREFACEThe material presented in this standard has been prepared inaccordance with recognized engineering principles. This standard should not be used without first securing competent advicewith respect to its suitability for any given application. Thepublication of the material contained herein is not intended as arepresentation or warranty on the part of the American Societyof Civil Engineers, or of any other person named herein, that thisinformation is suitable for any general or particular use or promises freedom from infringement of any patent or patents. Anyonemaking use of this information assumes all liability fromsuch use.The 2014 edition has a number of significant technical revisions from the 2005 edition, including1. Defines Flood Design Class rather than using Risk/Occupancy Classification assigned under ASCE 7 andrequires each building or structure governed by the standard to be assigned to Flood Design Class 1, 2, 3, or 4.Uses the assigned Flood Design Class to apply elevationrequirements specified in Chapters 2, 4, 5, 6, and 7. FloodDesign Class 4 buildings and facilities are equivalent toOccupancy Category/Risk Category IV buildings, whichASCE 7 identifies are essential facilities.2. Adds definitions for Mixed Use and Residential Portionsof Mixed Use in commentary to clarify limitations on useof dry floodproofing measures.3. Changes the Coastal A Zone determination requirementfrom the designer ’s responsibility to one depending oneither: (1) delineation of a Limit of Moderate Wave Action(LiMWA) on a Flood Insurance Rate Map, or (2) designation by the Authority Having Jurisdiction.4. Separates specifications for flood openings from theinstallation requirements. Requires the presence oflouvers, blades, screens, faceplates, or other covers anddevices to be accounted for in determining net open areafor non-engineered openings and in determining the performance of engineered openings. Revises coefficient ofdischarge table for engineered flood openings. Adds com-Flood Resistant Design and Construction5.6.7.8.9.10.11.mentary regarding selection of coefficient of dischargeand for grouping or stacking of flood openings.For Flood Design Class 4 buildings, requires the minimumlowest floor elevation (or floodproofing level of protection) to be the higher of the Base Flood Elevation plusfreeboard specified in Chapters 2, 4, and 6, the DesignFlood Elevation, or the 500-year flood elevation. The500-year flood elevation requirement is new.Clarifies text pertaining to alluvial fan high risk floodhazard areas.In Coastal High Hazard Areas (V Zone) and Coastal AZones (if delineated),a. Makes explicit that designs must account for localscour and erosionb. Provides for shallow foundations in Coastal A Zonesunder certain circumstancesc. Requires flood openings in breakaway wallsd. Eliminates orientation of the lowest horizontal structural member as a factor to determine elevation forlowest floors, equipment, and flood damage-resistantmaterialse. Requires exterior doors at the top of stairways that arelocated inside enclosed areas with breakaway wallsf. Consolidates requirements for all nonstructural concrete slabsg. Allows substantial improvement of existing buildingsseaward of the reach of mean high tide in V zones(makes ASCE 24 consistent with National FloodInsurance Program and Coastal A Zones.Updates flood damage-resistant material requirements.Clarifies emergency escape and rescue opening requirements for dry floodproofed buildings.Clarifies requirements for garages, carports, and accessory storage structures. Adds new section for multistoryparking structures.Consolidates requirements for tanks and more clearly distinguishes between requirements based on flood hazardarea.v
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This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.ACKNOWLEDGMENTSThe American Society of Civil Engineers (ASCE) acknowledgesthe work of the Flood Resistant Design and ConstructionStandard Committee of the Codes and Standards ActivitiesDivision of the Structural Engineering Institute. This group comprises individuals from many backgrounds including consultingengineering, research, construction, education, government,design, and private practice.This standard was prepared through the consensus standardsprocess by balloting in compliance with procedures of ASCE’sCodes and Standards Activities Committee. Those individualswho served on the ASCE 24-14 Standard Committee includeChristopher P. Jones, P.E., M.ASCE, ChairLarry Buss, P.E., D.WRE, M.ASCE, CFMRussell J. Coco, P.E., M.ASCEJames P. Colgate, RA, Esq., CFMWilliam L. Coulbourne, P.E., M.ASCE, F.SEIJames B. Destefano, P.E., AIA, F.SEIGary J. Ehrlich, P.E., M.ASCEShou-Shan Fan, Ph.D.Kenneth J. Filarski, FAIA, AICP, LEED-AP BD C, CFM,SAP AEER, NCARBDaryle L. Fontenot, P.E., CFMFlood Resistant Design and ConstructionCarol Friedland, Ph.D., P.E., CFMMichael J. Graham, CFMJohn L. Ingargiola, EI, CBO, CFMCatherine M. Kaake, P.E., M.ASCEPhilip Line, P.E., M.ASCEE. Michael McCarthy, P.E., M.ASCEJoseph J. Messersmith, Jr., P.E., M.ASCEKimberly Paarlberg, P.A.John Squerciati, P.E., CFM, M.ASCETerri L. Turner, AICP, CFMRobert A. Wessel, Ph.D., F.ASTMThomas G. Williamson, P.E., F.ASCE, F.SEIGarland Wilson, P.E., M.ASCEASCE would like to thank each member of the committee forhis or her dedication and hard work during completion of ASCE24-14.ASCE would like to acknowledge the long-standing contributions of previous Committee Chair, Harry B. Thomas, and ofthose current members who have served the committee since thedevelopment of the 1998 edition: William L. Coulbourne, ShouShan Fan, Christopher P. Jones, Joseph J. Messersmith, Jr., andKimberly Paarlberg.vii
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This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.UNIT CONVERSIONSMeasurementS.I. UnitsCustomary UnitsAbbreviationsm meter (S.I. base unit of length)cm centimeterkm kilometerha hectareL liter (S.I. base unit of volume)mL milliliterkg kilogram (S.I. base unit of mass)g gramN Newton (m·kg·s2)Pa Pascal (N/m2)kPa kilopascalJ JouleW wattkW kilowatts second (S.I. base unit of time)min minuteh hourday C degrees Celsiusppm parts per millionyd yardin. inchmi mileacregal gallonqt quartlb poundoz ouncelbf pound-force (lb/ft)psi pounds per square inchatm atmosphereft·lbf feet per pound-forceBtu British thermal unithp horsepowers secondmin minuteh hourday F degrees Fahrenheitppm parts per millionLength1 m 3.2808 ft 1.0936 yd1 cm 0.3937 in.1 km 0.6214 mile1 ft 0.333 yd 0.3048 m1 in. 2.54 cm1 mile 0.869 nautical mile 1.6093 kmArea1 m2 10.7643 ft21 km2 0.3861 mi21 ha 2.4710 acre1 ft2 0.0929 m21 mi2 2.59 km21 acre 43,560 ft2 0.4047 haVolume1 L 0.2642 gal1 ml 1 cm31 gal 4 qt 3.7854 L1 ft3 7.481 gal 28.32 LMass1 g 0.0353 oz1 kg 2.2046 lb1 oz 28.3495 g1 lb 0.4536 kgForce1 N 0.2248 lb/ftDensity1 kg/m 0.2048 lb/ft1 kg/m3 6.2427 lb/ft31 lb/ft2 4.882 kg/m21 lb/ft3 16.018 kg/m3Pressure1 kPa 0.145 psi1 psi 6.8948 kPa1 atm 14.7 psi 101.35 kPaEnergy and Power1 J 1.00 W·s 0.7376 ft·lbf1 kJ 0.2778 W·h 0.948 Btu1 W 0.7376 ft·lbf/s 3.4122 Btu/h1 kW 1,3410 hp1 ft·lbf 1.3558 J1 Btu 1.0551 kJ1 ft·lbf/s 1.3558 W1 hp 550 ft·lb/s 0.7457 kWFlow1 L/s 15.85 gal/min 2.119 ft3/min1 gal/min 0.1337 ft3/min 0.0631 L/sConcentrationmg/L ppmm (in dilute solutions)Temperature C ( F 32) 5/9 F ( C 9/5) 32Fundamental Constants and RelationshipsAcceleration of gravityDensity of freshwater (at 4 C) Density of saltwater (at 15 C, 35 ppt) Specific weight of freshwater (15 C) Specific weight of saltwaterWeight of freshwaterWeight of saltwater32.2 ft/s2 9.81 m/s21,000 kg/m3 1 g/cm31,025 kg/m3 1.025 g/cm362.4 lb/ft3 9,810 N/m364.0 lb/ft3 10,062 N/m31 gal 8.345 lb 3.7854 kg1 gal 8.559 lb 3.8825 kgFlood Resistant Design and Construction21 lbf 4.4482 N2ix
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This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.CONTENTSASCE STANDARDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .iiiPREFACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .vACKNOWLEDGMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .viiUNIT CONVERSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ix1.0GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.2Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.3Identification of flood hazard areas . . . . . . . . . . . . . . . . . . . .1.4Identification of flood-prone structures . . . . . . . . . . . . . . . . . .1.4.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.4.2Consideration for flood protective works . . . . . . . . . . . .1.4.3Assignment of Flood Design Class to buildings and structures.1.4.3.1Multiple flood design classes . . . . . . . . . . . .1.5Basic design and construction requirements. . . . . . . . . . . . . . . .1.5.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.5.2Elevation requirements. . . . . . . . . . . . . . . . . . . . . .1.5.3Foundation requirements . . . . . . . . . . . . . . . . . . . . .1.5.3.1Geotechnical considerations . . . . . . . . . . . . .1.5.3.2Foundation depth. . . . . . . . . . . . . . . . . . .1.5.3.3Foundation walls and wall footings . . . . . . . . .1.5.3.4Piers, posts, columns, or piles . . . . . . . . . . . .1.5.4Use of fill. . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.5.5Anchorage and connections . . . . . . . . . . . . . . . . . . .1.6Loads in flood hazard areas . . . . . . . . . . . . . . . . . . . . . . . .1.6.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.6.2Combination of loads . . . . . . . . . . . . . . . . . . . . . .11155556666666666667772.0BASIC REQUIREMENTS FOR FLOOD HAZARD AREAS THAT ARE NOT IDENTIFIED AS COASTAL HIGHHAZARD AREAS AND COASTAL A ZONES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.1Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.2Development in floodways. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.3Elevation requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.4Use of fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.4.1Structural fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.5Slabs-on-grade and footings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.5.1Use of slabs-on-grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.5.2Footing design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.6Foundation walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.7Enclosures below the design flood elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.7.1Required openings in foundation walls and walls of enclosures . . . . . . . . . . . . . . . . . . .2.7.1.1Openings in breakaway walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.7.2Design of openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.7.2.1Non-engineered openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.7.2.2Engineered openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.7.3Installation of openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .999999999910101010101010HIGH RISK FLOOD HAZARD AREAS . . . . . . . . . . .3.1Scope . . . . . . . . . . . . . . . . . . . . . . . . . .3.2Alluvial fan areas. . . . . . . . . . . . . . . . . . . .3.2.1Protective works in active alluvial fan areas3.3Flash flood areas . . . . . . . . . . . . . . . . . . . .3.3.1Protective works in flash flood areas . . . .1111111111113.0Flood Resistant Design and Construction.xi
This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.3.4.11111112121212121212124.0COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES . . . . . . . . . . . . . . . . . . .4.1Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.1.1Identification of Coastal High Hazard Areas and Coastal A Zones. . . . . . . . . .4.2General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.3Siting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.4Elevation requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5Foundation requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.1.1Shallow foundations in Coastal High Hazard Areas . . . . . . . . . . .4.5.1.2Shallow foundations in Coastal A Zones . . . . . . . . . . . . . . . . .4.5.2Special geotechnical considerations . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.3Foundation depth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.4Use of fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.5Deep foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.5.1Attachments to piles . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.5.2Piles terminating in pile caps or grade beams that are at or below grade4.5.5.3Piles extending to superstructure (structure framing) . . . . . . . . . . .4.5.5.4Wood piles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.5.5Steel H piles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.5.6Concrete-filled steel pipe piles and shells . . . . . . . . . . . . . . . . .4.5.5.7Prestressed concrete piles and precast concrete piles . . . . . . . . . . .4.5.5.8Cast-in-place concrete piles . . . . . . . . . . . . . . . . . . . . . . . .4.5.6Pile design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.1Pile capacity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.2Capacity of the supporting soils . . . . . . . . . . . . . . . . . . . . . .4.5.6.3Minimum penetration . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.4Foundation pile spacing . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.5Wood pile connections . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.6Steel pile connections . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.7Concrete pile connections . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.8Pile splicing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.6.9Mixed types of piling and multiple types of installation methodology . .4.5.7Posts, piers, and columns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.7.1Wood posts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.7.2Reinforced masonry columns . . . . . . . . . . . . . . . . . . . . . . .4.5.7.3Reinforced concrete columns . . . . . . . . . . . . . . . . . . . . . . .4.5.8Footings, mats, rafts, and concrete slabs that support columns or walls . . . . . . .4.5.9Pile caps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.10 Grade beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.11 Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.12 Shear walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.5.13 Stem walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.6Enclosed areas below design flood elevation . . . . . . . . . . . . . . . . . . . . . . . . . .4.6.1Breakaway walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.6.2Openings in breakaway walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.7Erosion control structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIALS . . . . . . . . . . . . . . . . . . .5.1General . . . . . . . . . . . . . . . . . .5.2Specific materials requirements for flood5.2.1Metal connectors and fasteners.191919193.53.63.73.8xiiMudslide areas . . . . . . . . . . . . . . . . . . . . . . . .3.4.1Protective works in mudslide areas . . . . . . . .Erosion-prone areas . . . . . . . . . . . . . . . . . . . . .3.5.1Protective works in erosion-prone areas . . . . .High velocity flow areas . . . . . . . . . . . . . . . . . . .3.6.1Protective works in high velocity flow areas . . .Areas subject to wave action. . . . . . . . . . . . . . . . .3.7.1Coastal High Hazard Areas and Coastal A Zones.3.7.2Other high velocity wave action areas . . . . . .Ice jam and debris areas . . . . . . . . . . . . . . . . . . .3.8.1Protective works in ice jam and debris areas . . . . . . . . . . . . . . .hazard areas. . . . . . .STANDARD 24-14
This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.5.2.2.1919191920202020206.0DRY FLOODPROOFING AND WET FLOODPROOFING.6.1Scope . . . . . . . . . . . . . . . . . . . . . . . . .6.2Dry floodproofing . . . . . . . . . . . . . . . . . .6.2.1Dry floodproofing limitations . . . . . . .6.2.2Dry floodproofing requirements . . . . . .6.2.3Limits on human intervention . . . . . . .6.3Wet floodproofing . . . . . . . . . . . . . . . . . .6.3.1Wet floodproofing limitations on use . . .6.3.2Wet floodproofing requirements . . . . . .2121212121212222227.0ATTENDANT UTILITIES AND EQUIPMENT . . . . . . . . . . . . . .7.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7.2Electrical service . . . . . . . . . . . . . . . . . . . . . . . . . .7.2.1Service conduits and cables . . . . . . . . . . . . . . .7.2.2Exposed conduits and cables . . . . . . . . . . . . . .7.2.3Electric meters . . . . . . . . . . . . . . . . . . . . . .7.2.4Panelboards, disconnect switches, and circuit breakers.7.2.5Electric elements installed below minimum elevations .7.3Plumbing systems . . . . . . . . . . . . . . . . . . . . . . . . .7.3.1Buried plumbing systems . . . . . . . . . . . . . . . .7.3.2Exposed plumbing systems . . . . . . . . . . . . . . .7.3.3Plumbing systems installed below minimum elevations7.3.4Sanitary systems . . . . . . . . . . . . . . . . . . . . .7.4Mechanical, heating, ventilation, and air conditioning systems. .7.5Elevators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7.5.1Elevator shafts . . . . . . . . . . . . . . . . . . . . . .232323232323232324242424242424248.0BUILDING ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25259.0MISCELLANEOUS CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.2Decks and porches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.2.1Attached decks and porches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.2.2Detached decks and porches. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.3Concrete slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.4Garages, carports, and accessory storage structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.4.1Attached garages, carports, and accessory storage structures. . . . . . . . . . . . . . . . . . .9.4.2Detached garages, carports, and accessory storage structures . . . . . . . . . . . . . . . . . .9.4.3Multistory parking structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.5Chimneys and fireplaces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.6Pools . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.6.1Pools in flood hazard areas other than Coastal High Hazard Areas and Coastal A Zones . . . .9.6.2Pools in Coastal High Hazard Areas, Coastal A Zones, and other high risk flood hazard areas.9.7Tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.7.1Aboveground tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.7.2Underground tanks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272727272727272828282828282829292910.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31Flood Resistant Design and Constructionxiii5.2.35.2.45.2.55.2.6Structural steel . . . . . . . . . . . . .5.2.2.1Corrosive environments . .5.2.2.2Noncorrosive environmentsConcrete . . . . . . . . . . . . . . . .Masonry . . . . . . . . . . . . . . . .Wood . . . . . . . . . . . . . . . . . .5.2.5.1Preservative treatment . . .5.2.5.2Members and connections .Finishes . . . . . . . . . . . . . . . .
This is a preview of "ASCE/SEI 24-2014". Click here to purchase the full version from the ANSI store.CommentaryC1GENERAL. . . . . . . . . . . . . . . . .
American Society of Civil Engineers Flood Resistant Design and Construction This document uses both the International System of Units (SI) and customary units. ASCE STANDARD ASCE/SEI 24-14 Published by the American Society of Civil Engineers This is a preview of "ASCE/SEI 24-2014". Cli
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