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eLibrary > ANSI/ICC 500-2023 ICC/NSSA Standard for the Design and Construction of Storm Shelters >

ANSI/ICC 500-2023 ICC/NSSA Standard for the Design and Construction of Storm Shelters, 2023

MADCAD.com contains information which is proprietary to and copyrighted by International Code Council, Inc. The acronym 'ICC' and the ICC logo are trademarks and service marks of ICC. ALL RIGHTS RESERVED.

ANSI/ICC 500-2023 ICC/NSSA Standard for the Design and Construction of Storm Shelters, 2023

ANSI/ICC 500 2023 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS
ANSI/ICC 500 2023 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS
COPYRIGHT
FOREWORD
TABLE OF CONTENTS
CHAPTER 1 APPLICATION AND ADMINISTRATION [Go to Page]
SECTION 101 GENERAL
SECTION 102 COMPLIANCE ALTERNATIVES
SECTION 103 CONVENTIONS
SECTION 104 CONSTRUCTION AND OCCUPANCY
SECTION 105 APPLICABLE CODE
SECTION 106 SUBMITTAL DOCUMENTS
SECTION 107 QUALITY-ASSURANCE PLAN
SECTION 108 PEER REVIEW
SECTION 109 OWNER’S RESPONSIBILITY
SECTION 110 CONTRACTOR’S STATEMENT OF RESPONSIBILITY
SECTION 111 SPECIAL INSPECTIONS
SECTION 112 STRUCTURAL OBSERVATIONS
SECTION 113 EVALUATION, MAINTENANCE AND REPAIRS
CHAPTER 2 DEFINITIONS [Go to Page]
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
SECTION 203 SYMBOLS AND NOMENCLATURE
CHAPTER 3 STRUCTURAL DESIGN AND TESTING CRITERIA [Go to Page]
SECTION 301 GENERAL
SECTION 302 LOAD COMBINATIONS [Go to Page]
EQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7
EQUATION 3-8
EQUATION 3-9
EQUATION 3-10
EQUATION 3-11
EQUATION 3-12
EQUATION 3-13
EQUATION 3-14
EQUATION 3-15
EQUATION 3-16
EQUATION 3-17
EQUATION 3-18
EQUATION 3-19
EQUATION 3-20
EQUATION 3-21
EQUATION 3-22
EQUATION 3-23
EQUATION 3-24
EQUATION 3-25
EQUATION 3-26
EQUATION 3-27
EQUATION 3-28
SECTION 303 LOADS
SECTION 304 TORNADO LOADS AND WIND LOADS
SECTION 305 DEBRIS HAZARDS [Go to Page]
TABLE 305.1.1 MISSILE SPEED FOR TORNADO SHELTERS
FIGURE 305.2.2 UNDERGROUND STORM SHELTER
SECTION 306 STORM SHELTER ENVELOPE COMPONENT DESIGN AND TESTING [Go to Page]
FIGURE 306.4.1.5 DOOR UNDERCUT
SECTION 307 CONNECTION OF STORM SHELTERS TO FOUNDATIONS OR SLABS [Go to Page]
FIGURE 303.1.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES), EASTERN/CENTRAL UNITED STATES
FIGURE 303.1.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES), CENTRAL UNITED STATES
FIGURE 303.1.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES), WESTERN UNITED STATES
FIGURE 303.1.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES), ALASKA
FIGURE 303.1.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES), HAWAII
FIGURE 304.2 DESIGN TORNADO SPEEDS, VT
FIGURE 304.3(1) DESIGN WIND SPEEDS, VH, FOR HURRICANES
FIGURE 304.3(2) DESIGN WIND SPEEDS, VH, FOR HURRICANES—WESTERN GULF OF MEXICO
FIGURE 304.3(3) DESIGN WIND SPEEDS, VH, FOR HURRICANES—EASTERN GULF OF MEXICO AND SOUTHERN ATLANTIC
FIGURE 304.3(4) DESIGN WIND SPEEDS, VH, FOR—ALASKA
CHAPTER 4 SITING [Go to Page]
SECTION 401 GENERAL
SECTION 402 FLOOD CRITERIA [Go to Page]
TABLE 402.1 STORM SHELTERS REQUIRED TO COMPLY WITH SECTION 402
SECTION 403 MAXIMUM TRAVEL DISTANCE FOR TORNADO SHELTERS
CHAPTER 5 OCCUPANT DENSITY, ENTRY,ACCESSIBILITY, EGRESS AND SIGNAGE [Go to Page]
SECTION 501 GENERAL
SECTION 502 OCCUPANT DENSITY IN COMMUNITY STORM SHELTERS [Go to Page]
TABLE 502.3 OCCUPANT DENSITY—COMMUNITY STORM SHELTERS
SECTION 503 OCCUPANT DENSITY IN RESIDENTIAL STORM SHELTERS [Go to Page]
TABLE 503.2 OCCUPANT DENSITY—RESIDENTIAL STORM SHELTERS
SECTION 504 ENTRY AND EGRESS IN COMMUNITY STORM SHELTERS
SECTION 505 ENTRY AND EGRESS IN RESIDENTIAL STORM SHELTERS
SECTION 506 VERTICAL ACCESS AND EGRESS [Go to Page]
FIGURE 506.3 ALTERNATIVE FOR A LADDER IN A STORM SHELTER
SECTION 507 LATCHING
SECTION 508 SIGNAGE
CHAPTER 6 FIRE SAFETY [Go to Page]
SECTION 601 GENERAL
SECTION 602 FIRE PROTECTION SYSTEMS
SECTION 603 FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 604 FIRE EXTINGUISHERS
CHAPTER 7 ESSENTIAL FEATURES AND ACCESSORIES [Go to Page]
SECTION 701 GENERAL
SECTION 702 TORNADO SHELTERS [Go to Page]
TABLE 702.4.1 REQUIRED WATER CLOSET AND LAVATORIES FOR TORNADO SHELTERS
TABLE 702.5.1 VENTING AREA REQUIRED FOR TORNADO SHELTERS
SECTION 703 HURRICANE SHELTERS [Go to Page]
TABLE 703.4.1 REQUIRED WATER CLOSETS AND LAVATORIES FOR HURRICANE SHELTERS
TABLE 703.7.1 VENTING AREA REQUIREMENTS FOR HURRICANE SHELTERS
CHAPTER 8 TEST METHODS FOR IMPACT AND PRESSURE TESTING [Go to Page]
SECTION 801 GENERAL
SECTION 802 TEST SPECIMENS
SECTION 803 IMPACT TESTING [Go to Page]
FIGURE 803.9.1(1) PANEL OR FRAMED WALL ASSEMBLIES AND ROOF ASSEMBLIES
FIGURE 803.9.1(2) PANEL OR FRAMED WALL ASSEMBLIES ANDROOF ASSEMBLIES
FIGURE 803.9.2(1) SOLID WALL ASSEMBLIES AND ROOF ASSEMBLIES OF CONCRETE OR OTHER MATERIALS
FIGURE 803.9.2(2) SOLID WALL ASSEMBLIES AND ROOF ASSEMBLIES OF CONCRETE OR OTHER MATERIALS
FIGURE 803.9.4.1(1) SINGLE DOOR TEST SPECIMEN
FIGURE 803.9.4.1(2) DOUBLE DOOR ASSEMBLIES
FIGURE 803.9.4.2 ROLLING DOOR ASSEMBLIES
FIGURE 803.9.4.3 SECTIONAL DOOR ASSEMBLIES
FIGURE 803.9.5(1) WINDOW ASSEMBLIES AND OTHER GLAZED OPENINGS
FIGURE 803.9.5(2) WINDOW ASSEMBLIES AND OTHER GLAZED OPENINGS
FIGURE 803.9.6(1) OTHER IMPACT-PROTECTIVE SYSTEMS
FIGURE 803.9.6(2) OTHER IMPACT-PROTECTIVE SYSTEMS
FIGURE 803.9.7 ALCOVE OR BAFFLED STORM SHELTER ENTRY SYSTEM
FIGURE 803.9.7.1 ALCOVE OR BAFFLED STORM SHELTER ENTRY SYSTEMS FOR WHICH NO TESTING IS REQUIRED
FIGURE 803.9.7.2 DOOR ASSEMBLIES SUBJECT TO REBOUND IMPACT
FIGURE 803.9.7.3 DOOR ASSEMBLIES SUBJECT TO REBOUND IMPACT
SECTION 804 STATIC AND CYCLIC PRESSURE TESTING
SECTION 805 STATIC AND CYCLIC PRESSURE TESTING PROCEDURES
CHAPTER 9 REFERENCED STANDARDS [Go to Page]
ACI
ASCE
ASTM
DOC
FM
ICC
ISEA
NFPA
TMS
UL
APPENDIX A STORM SHELTER PREPAREDNESS AND EMERGENCY OPERATIONS PLAN (SSPEOP) [Go to Page]
SECTION A101 GENERAL
SECTION A102 DEFINITIONS
SECTION A103 SSPEOP REQUIREMENTS
SECTION A104 SSPEOP BASIC INFORMATION REQUIREMENTS
SECTION A105 SSPEOP PREPAREDNESS REQUIREMENTS
SECTION A106 SSPEOP EMERGENCY OPERATIONAL PROCEDURES REQUIREMENTS
ICC DIGITAL CODES PREMIUM®
ICC EVALUATION SERVICE® [Go to Page]

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ANSI/ICC 500-2023 ICC/NSSA Standard for the Design and Construction of Storm Shelters, 2023

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