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ICC 500-2020 Standard and Commentary: ICC/NSSA Design and Construction of Storm Shelters, 2020
- ICC 500-2020 STANDARD AND COMMENTARY ICC/NSSA DESIGN AND CONSTRUCTION OF STORM SHELTERS
- ICC 500-2020 STANDARD AND COMMENTARY ICC/NSSA DESIGN AND CONSTRUCTION OF STORM SHELTERS TITLE PAGE
- COPYRIGHT
- AMERICAN NATIONAL STANDARD
- FOREWORD
- TABLE OF CONTENTS
- CHAPTER 1: APPLICTION AND ADMINSTRATION [Go to Page]
- GENERAL COMMENTS
- 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 OWNER’S RESPONSIBILITY
- SECTION 109 PEER REVIEW
- SECTION 110 SPECIAL INSPECTIONS
- SECTION 111 STRUCTURAL OBSERVATIONS
- SECTION 112 LISTING AND LABELING
- SECTION 113 EVALUATION, MAINTENANCE AND REPAIRS
- BIBLIOGRAPHY
- CHAPTER 2: DEFINITIONS [Go to Page]
- GENERAL COMMENTS
- SECTION 201 GENERAL
- SECTION 202 DEFINITIONS [Go to Page]
- COMMENTARY FIGURE C202(1) 500-YEAR FLOOD ELEVATION
- COMMENTARY FIGURE C202(2) BASE FLOOD ELEVATION
- COMMENTARY FIGURE C202(3) COASTAL HIGH HAZARD AREA
- COMMENTARY FIGURE C202(4) THE SAFFIR-SIMPSON HURRICANE WIND SCALE
- COMMENTARY FIGURE C202(5) FEMA P-361 FIGURE 2-4
- COMMENTARY FIGURE C202(6) EXAMPLE OF STORM SURGE AND STORM TIDE
- COMMENTARY FIGURE C202(7) THE ENHANCED FUJITA SCALE
- COMMENTARY FIGURE C202(8) FEMA P-361, FIGURE A2-1
- SECTION 203 SYMBOLS AND NOMENCLATURE
- BIBLIOGRAPHY
- CHAPTER 3: STRUCTURAL DESIGN AND TESTING CRITERIA [Go to Page]
- GENERAL COMMENTS
- 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
- EQUATION 3-29
- EQUATION 3-30
- EQUATION 3-31
- SECTION 303 LOADS [Go to Page]
- FIGURE 303.1.1 100-YEAR, 1-HOUR RAINFALL (INCHES), EASTERN/CENTRAL UNITED STATES [Go to Page]
- FIGURE 303.1.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES), CENTRAL UNITED STATES
- FIGURE 303.1.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES), WESTERN UNITED STATES
- FIGURE 303.1.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES), ALASKA
- FIGURE 303.1.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES), HAWAII
- COMMENTARY FIGURE C303.4 EXAMPLE OF FAILURE OF DESIGN FOR BUOYANCY FORCES AND HYDROSTATIC LOADS
- SECTION 304 WIND LOADS [Go to Page]
- FIGURE 304.2(1) DESIGN WIND SPEEDS, VT, FOR TORNADOES
- FIGURE 304.2(2) DESIGN WIND SPEEDS, VH, FOR HURRICANES [Go to Page]
- FIGURE 304.2(2)—continued DESIGN WIND SPEEDS, VH, FOR HURRICANES—EASTERN GULF OF MEXICO AND SOUTHERN ATLANTIC
- FIGURE 304.2(2)—continued DESIGN WIND SPEEDS, VH, FOR HURRICANES—WESTERN GULF OF MEXICO
- COMMENTARY FIGURE C304.2 APPROXIMATE RELATIONSHIP BETWEEN SAFFIR-SIMPSON HURRICANE WIND SCALE CATEGORY AND GUST WIND SPEEDS OVER LAND
- FIGURE 304.2(3) DESIGN WIND SPEEDS, VH, FOR —ALASKA
- COMMENTARY FIGURE C304.4 MANUFACTURED HOME PARK
- COMMENTARY FIGURE C304.9 EXAMPLE OF FRAMING LAYOUT OPTIONS
- SECTION 305 DEBRIS HAZARDS [Go to Page]
- COMMENTARY FIGURE C305.1 EXAMPLE OF DEBRIS
- TABLE 305.1.1 MISSILE SPEED FOR TORNADO SHELTERS
- FIGURE 305.2.2 UNDERGROUND STORM SHELTER
- COMMENTARY FIGURE C305.3(a) LAYDOWN HAZARD PHOTOGRAPHS
- FIGURE C305.3(b) FALLING DEBRIS HAZARD PHOTOGRAPHS
- FIGURE C305.3(c) FALLING DEBRIS EXAMPLES
- SECTION 306 STORM SHELTER ENVELOPE COMPONENT DESIGN AND TESTING [Go to Page]
- COMMENTARY FIGURE C306.4.1 EXAMPLE OF INTERIOR-MOUNTED IMPACT-PROTECTIVE DEVICES
- SECTION 307 CONNECTION OF STORM SHELTERS TO FOUNDATIONS OR SLABS
- BIBLIOGRAPHY
- CHAPTER 4: SITING [Go to Page]
- GENERAL COMMENTS
- SECTION 401 GENERAL
- SECTION 402 FLOOD CRITERIA [Go to Page]
- COMMENTARY FIGURE C402.1 EXAMPLE OF HAZARD AREAS
- TABLE 402.1 STORM SHELTERS REQUIRED TO COMPLY WITH SECTION 402
- COMMENTARY FIGURE C402.6.1 COMMUNITY TORNADO SHELTER ELEVATION REQUIREMENTS
- COMMENTARY FIGURE C402.6.2 COMMUNITY HURRICANE SHELTER ELEVATION REQUIREMENTS
- SECTION 403 MAXIMUM TRAVEL DISTANCE FOR TORNADO SHELTERS
- BIBLIOGRAPHY
- CHAPTER 5: OCCUPANT DENSITY, ACCESS, ACCESSIBILTY, EGRESS AND SIGNAGE [Go to Page]
- GENERAL COMMENTS
- SECTION 501 GENERAL
- SECTION 502 OCCUPANCY 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 ACCESS AND EGRESS IN COMMUNITY STORM SHELTERS
- SECTION 505 ACCESS 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 [Go to Page]
- COMMENTARY FIGURE C508.2 DESIGN INFORMATION SIGN EXAMPLE
- COMMENTARY FIGURE C508.4 STORM SHELTER DIRECTIONAL SIGN EXAMPLE
- COMMENTARY FIGURE C508.6 EXAMPLE OF SHELTER ENTRY SIGN
- COMMENTARY FIGURE C508.7 STORM SHELTER PERIMETER SIGN EXAMPLE
- BIBLIOGRAPHY
- CHAPTER 6: FIRE SAFETY [Go to Page]
- GENERAL COMMENTS
- SECTION 601 GENERAL
- SECTION 602 FIRE PROTECTION SYSTEMS
- SECTION 603 FIRE-RESISTANCE-RATED CONSTRUCTION [Go to Page]
- COMMENTARY FIGURE C603.1 CONTINUITY OF FIRE BARRIERS
- SECTION 604 FIRE EXTINGUISHERS
- BIBLIOGRAPHY
- CHAPTER 7: STORM SHELTER ESSENTIAL FEATURES AND ACCESSORIES [Go to Page]
- GENERAL COMMENTS
- SECTION 701 GENERAL
- SECTION 702 TORNADO SHELTERS [Go to Page]
- TABLE 702.3 REQUIRED WATER CLOSET AND LAVATORIES FOR TORNADO SHELTERS
- TABLE 702.4.1 VENTING AREA REQUIRED FOR TORNADO SHELTERS
- SECTION 703 HURRICANE SHELTERS [Go to Page]
- TABLE 703.3 REQUIRED WATER CLOSETS AND LAVATORIES FOR HURRICANE SHELTERS
- COMMENTARY FIGURE C703.4 ESTIMATE OF MINIMUM DAILY DRINKING WATER NEEDS PER OCCUPANT IN UNCONDITIONED SHELTERS
- TABLE 703.6.1 VENTING AREA REQUIREMENTS FOR HURRICANE SHELTERS
- BIBLIOGRAPHY
- CHAPTER 8: TEST METHODS FOR IMPACT AND PRESSURE TESTING [Go to Page]
- GENERAL COMMENTS
- 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 AND ROOF 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 803.9.3(1) MASONRY UNIT WALL ASSEMBLIES AND ROOF ASSEMBLIES
- FIGURE 803.9.3(2) MASONRY UNIT WALL ASSEMBLIES AND ROOF ASSEMBLIES
- 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
- COMMENTARY FIGURE C803.9.4.2 ROLLING DOOR—INTERIOR VIEW
- FIGURE 803.9.4.3 SECTIONAL DOOR ASSEMBLIES
- COMMENTARY FIGURE C803.9.4.3 SECTIONAL DOOR—INTERIOR VIEW
- 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 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
- BIBLIOGRAPHY
- 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]
- GENERAL COMMENTS
- 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
- BIBLIOGRAPHY
- NSSA COMPLIANCE VERIFICATION
- ICC ASSESSMENT CENTER
- ICC EVALUATION SERVICES
- ICC DIGITAL CODES PREMIUM [Go to Page]