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ICC Standard 500 2023 1stptg

ICC Standard 500 2023 1stptg

$26.00

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

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ICC 2023
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This standard provides minimum design and construction requirements for storm shelters that provide a safe refuge from storms producing high winds, hurricanes and tornadoes. It contains design requirements for the main wind-resisting structural system and components and cladding of these shelters and provides basic occupant life safety and health requirements for these shelters, including means of egress, lighting, sanitation, ventilation, fire safety and floor space. Updates: Record keeping for storm shelters periodic evaluations, maintenance and repairs is required. The design tornado pressure for the storm shelter envelope has been coordinated with the tornado loads in ASCE 7-2022. Performance-based design for tornado or hurricane shelters in accordance with ASCE 7 is permitted, provided the loads are not less than those required in ICC 500. Entry and egress options have been further investigated and clarified. Impact and pressure requirements for windows, and other impact protective systems, such as louvers, have been improved with some additional options for compliance. Minimum reporting requirements were added to improve consistency in evaluation of options.

PDF Catalog

PDF Pages PDF Title
1 ANSI/ICC 500 2023 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS
2 ANSI/ICC 500 2023 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS
3 COPYRIGHT
6 FOREWORD
10 TABLE OF CONTENTS
12 CHAPTER 1 APPLICATION AND ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 COMPLIANCE ALTERNATIVES
SECTION 103 CONVENTIONS
SECTION 104 CONSTRUCTION AND OCCUPANCY
SECTION 105 APPLICABLE CODE
13 SECTION 106 SUBMITTAL DOCUMENTS
14 SECTION 107 QUALITY-ASSURANCE PLAN
SECTION 108 PEER REVIEW
SECTION 109 OWNER’S RESPONSIBILITY
15 SECTION 110 CONTRACTOR’S STATEMENT OF RESPONSIBILITY
SECTION 111 SPECIAL INSPECTIONS
SECTION 112 STRUCTURAL OBSERVATIONS
16 SECTION 113 EVALUATION, MAINTENANCE AND REPAIRS
18 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
20 SECTION 203 SYMBOLS AND NOMENCLATURE
22 CHAPTER 3 STRUCTURAL DESIGN AND TESTING CRITERIA
SECTION 301 GENERAL
SECTION 302 LOAD COMBINATIONS
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
23 SECTION 303 LOADS
SECTION 304 TORNADO LOADS AND WIND LOADS
SECTION 305 DEBRIS HAZARDS
24 TABLE 305.1.1 MISSILE SPEED FOR TORNADO SHELTERS
FIGURE 305.2.2 UNDERGROUND STORM SHELTER
25 SECTION 306 STORM SHELTER ENVELOPE COMPONENT DESIGN AND TESTING
26 FIGURE 306.4.1.5 DOOR UNDERCUT
SECTION 307 CONNECTION OF STORM SHELTERS TO FOUNDATIONS OR SLABS
27 FIGURE 303.1.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES), EASTERN/CENTRAL UNITED STATES
28 FIGURE 303.1.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES), CENTRAL UNITED STATES
29 FIGURE 303.1.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES), WESTERN UNITED STATES
30 FIGURE 303.1.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES), ALASKA
31 FIGURE 303.1.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES), HAWAII
32 FIGURE 304.2 DESIGN TORNADO SPEEDS, VT
33 FIGURE 304.3(1) DESIGN WIND SPEEDS, VH, FOR HURRICANES
34 FIGURE 304.3(2) DESIGN WIND SPEEDS, VH, FOR HURRICANES—WESTERN GULF OF MEXICO
35 FIGURE 304.3(3) DESIGN WIND SPEEDS, VH, FOR HURRICANES—EASTERN GULF OF MEXICO AND SOUTHERN ATLANTIC
36 FIGURE 304.3(4) DESIGN WIND SPEEDS, VH, FOR—ALASKA
38 CHAPTER 4 SITING
SECTION 401 GENERAL
SECTION 402 FLOOD CRITERIA
TABLE 402.1 STORM SHELTERS REQUIRED TO COMPLY WITH SECTION 402
39 SECTION 403 MAXIMUM TRAVEL DISTANCE FOR TORNADO SHELTERS
40 CHAPTER 5 OCCUPANT DENSITY, ENTRY,ACCESSIBILITY, EGRESS AND SIGNAGE
SECTION 501 GENERAL
SECTION 502 OCCUPANT DENSITY IN COMMUNITY STORM SHELTERS
TABLE 502.3 OCCUPANT DENSITY—COMMUNITY STORM SHELTERS
SECTION 503 OCCUPANT DENSITY IN RESIDENTIAL STORM SHELTERS
41 TABLE 503.2 OCCUPANT DENSITY—RESIDENTIAL STORM SHELTERS
SECTION 504 ENTRY AND EGRESS IN COMMUNITY STORM SHELTERS
42 SECTION 505 ENTRY AND EGRESS IN RESIDENTIAL STORM SHELTERS
SECTION 506 VERTICAL ACCESS AND EGRESS
43 FIGURE 506.3 ALTERNATIVE FOR A LADDER IN A STORM SHELTER
SECTION 507 LATCHING
SECTION 508 SIGNAGE
46 CHAPTER 6 FIRE SAFETY
SECTION 601 GENERAL
SECTION 602 FIRE PROTECTION SYSTEMS
SECTION 603 FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 604 FIRE EXTINGUISHERS
48 CHAPTER 7 ESSENTIAL FEATURES AND ACCESSORIES
SECTION 701 GENERAL
SECTION 702 TORNADO SHELTERS
TABLE 702.4.1 REQUIRED WATER CLOSET AND LAVATORIES FOR TORNADO SHELTERS
49 TABLE 702.5.1 VENTING AREA REQUIRED FOR TORNADO SHELTERS
SECTION 703 HURRICANE SHELTERS
50 TABLE 703.4.1 REQUIRED WATER CLOSETS AND LAVATORIES FOR HURRICANE SHELTERS
TABLE 703.7.1 VENTING AREA REQUIREMENTS FOR HURRICANE SHELTERS
52 CHAPTER 8 TEST METHODS FOR IMPACT AND PRESSURE TESTING
SECTION 801 GENERAL
SECTION 802 TEST SPECIMENS
SECTION 803 IMPACT TESTING
53 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
54 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
55 FIGURE 803.9.4.1(1) SINGLE DOOR TEST SPECIMEN
56 FIGURE 803.9.4.1(2) DOUBLE DOOR ASSEMBLIES
FIGURE 803.9.4.2 ROLLING DOOR ASSEMBLIES
57 FIGURE 803.9.4.3 SECTIONAL DOOR ASSEMBLIES
58 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
59 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
61 FIGURE 803.9.7.2 DOOR ASSEMBLIES SUBJECT TO REBOUND IMPACT
FIGURE 803.9.7.3 DOOR ASSEMBLIES SUBJECT TO REBOUND IMPACT
62 SECTION 804 STATIC AND CYCLIC PRESSURE TESTING
SECTION 805 STATIC AND CYCLIC PRESSURE TESTING PROCEDURES
64 CHAPTER 9 REFERENCED STANDARDS
ACI
ASCE
ASTM
65 DOC
FM
ICC
ISEA
NFPA
66 TMS
UL
68 APPENDIX A STORM SHELTER PREPAREDNESS AND EMERGENCY OPERATIONS PLAN (SSPEOP)
SECTION A101 GENERAL
SECTION A102 DEFINITIONS
SECTION A103 SSPEOP REQUIREMENTS
SECTION A104 SSPEOP BASIC INFORMATION REQUIREMENTS
69 SECTION A105 SSPEOP PREPAREDNESS REQUIREMENTS
71 SECTION A106 SSPEOP EMERGENCY OPERATIONAL PROCEDURES REQUIREMENTS
74 ICC DIGITAL CODES PREMIUM®
75 ICC EVALUATION SERVICE®

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