{"id":459733,"date":"2024-10-20T10:05:40","date_gmt":"2024-10-20T10:05:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-standard-500-2023-1stptg\/"},"modified":"2024-10-26T18:38:52","modified_gmt":"2024-10-26T18:38:52","slug":"icc-standard-500-2023-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-standard-500-2023-1stptg\/","title":{"rendered":"ICC Standard 500 2023 1stptg"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/ICC 500 2023 ICC\/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS <\/td>\n<\/tr>\n
2<\/td>\nANSI\/ICC 500 2023 ICC\/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
6<\/td>\nFOREWORD <\/td>\n<\/tr>\n
10<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 1 APPLICATION AND ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 COMPLIANCE ALTERNATIVES
SECTION 103 CONVENTIONS
SECTION 104 CONSTRUCTION AND OCCUPANCY
SECTION 105 APPLICABLE CODE <\/td>\n<\/tr>\n
13<\/td>\nSECTION 106 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
14<\/td>\nSECTION 107 QUALITY-ASSURANCE PLAN
SECTION 108 PEER REVIEW
SECTION 109 OWNER\u2019S RESPONSIBILITY <\/td>\n<\/tr>\n
15<\/td>\nSECTION 110 CONTRACTOR\u2019S STATEMENT OF RESPONSIBILITY
SECTION 111 SPECIAL INSPECTIONS
SECTION 112 STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
16<\/td>\nSECTION 113 EVALUATION, MAINTENANCE AND REPAIRS <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 203 SYMBOLS AND NOMENCLATURE <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
23<\/td>\nSECTION 303 LOADS
SECTION 304 TORNADO LOADS AND WIND LOADS
SECTION 305 DEBRIS HAZARDS <\/td>\n<\/tr>\n
24<\/td>\nTABLE 305.1.1 MISSILE SPEED FOR TORNADO SHELTERS
FIGURE 305.2.2 UNDERGROUND STORM SHELTER <\/td>\n<\/tr>\n
25<\/td>\nSECTION 306 STORM SHELTER ENVELOPE COMPONENT DESIGN AND TESTING <\/td>\n<\/tr>\n
26<\/td>\nFIGURE 306.4.1.5 DOOR UNDERCUT
SECTION 307 CONNECTION OF STORM SHELTERS TO FOUNDATIONS OR SLABS <\/td>\n<\/tr>\n
27<\/td>\nFIGURE 303.1.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES), EASTERN\/CENTRAL UNITED STATES <\/td>\n<\/tr>\n
28<\/td>\nFIGURE 303.1.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES), CENTRAL UNITED STATES <\/td>\n<\/tr>\n
29<\/td>\nFIGURE 303.1.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES), WESTERN UNITED STATES <\/td>\n<\/tr>\n
30<\/td>\nFIGURE 303.1.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES), ALASKA <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 303.1.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES), HAWAII <\/td>\n<\/tr>\n
32<\/td>\nFIGURE 304.2 DESIGN TORNADO SPEEDS, VT <\/td>\n<\/tr>\n
33<\/td>\nFIGURE 304.3(1) DESIGN WIND SPEEDS, VH, FOR HURRICANES <\/td>\n<\/tr>\n
34<\/td>\nFIGURE 304.3(2) DESIGN WIND SPEEDS, VH, FOR HURRICANES\u2014WESTERN GULF OF MEXICO <\/td>\n<\/tr>\n
35<\/td>\nFIGURE 304.3(3) DESIGN WIND SPEEDS, VH, FOR HURRICANES\u2014EASTERN GULF OF MEXICO AND SOUTHERN ATLANTIC <\/td>\n<\/tr>\n
36<\/td>\nFIGURE 304.3(4) DESIGN WIND SPEEDS, VH, FOR\u2014ALASKA <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 4 SITING
SECTION 401 GENERAL
SECTION 402 FLOOD CRITERIA
TABLE 402.1 STORM SHELTERS REQUIRED TO COMPLY WITH SECTION 402 <\/td>\n<\/tr>\n
39<\/td>\nSECTION 403 MAXIMUM TRAVEL DISTANCE FOR TORNADO SHELTERS <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 5 OCCUPANT DENSITY, ENTRY,ACCESSIBILITY, EGRESS AND SIGNAGE
SECTION 501 GENERAL
SECTION 502 OCCUPANT DENSITY IN COMMUNITY STORM SHELTERS
TABLE 502.3 OCCUPANT DENSITY\u2014COMMUNITY STORM SHELTERS
SECTION 503 OCCUPANT DENSITY IN RESIDENTIAL STORM SHELTERS <\/td>\n<\/tr>\n
41<\/td>\nTABLE 503.2 OCCUPANT DENSITY\u2014RESIDENTIAL STORM SHELTERS
SECTION 504 ENTRY AND EGRESS IN COMMUNITY STORM SHELTERS <\/td>\n<\/tr>\n
42<\/td>\nSECTION 505 ENTRY AND EGRESS IN RESIDENTIAL STORM SHELTERS
SECTION 506 VERTICAL ACCESS AND EGRESS <\/td>\n<\/tr>\n
43<\/td>\nFIGURE 506.3 ALTERNATIVE FOR A LADDER IN A STORM SHELTER
SECTION 507 LATCHING
SECTION 508 SIGNAGE <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 6 FIRE SAFETY
SECTION 601 GENERAL
SECTION 602 FIRE PROTECTION SYSTEMS
SECTION 603 FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 604 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 7 ESSENTIAL FEATURES AND ACCESSORIES
SECTION 701 GENERAL
SECTION 702 TORNADO SHELTERS
TABLE 702.4.1 REQUIRED WATER CLOSET AND LAVATORIES FOR TORNADO SHELTERS <\/td>\n<\/tr>\n
49<\/td>\nTABLE 702.5.1 VENTING AREA REQUIRED FOR TORNADO SHELTERS
SECTION 703 HURRICANE SHELTERS <\/td>\n<\/tr>\n
50<\/td>\nTABLE 703.4.1 REQUIRED WATER CLOSETS AND LAVATORIES FOR HURRICANE SHELTERS
TABLE 703.7.1 VENTING AREA REQUIREMENTS FOR HURRICANE SHELTERS <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 8 TEST METHODS FOR IMPACT AND PRESSURE TESTING
SECTION 801 GENERAL
SECTION 802 TEST SPECIMENS
SECTION 803 IMPACT TESTING <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 803.9.1(1) PANEL OR FRAMED WALL ASSEMBLIES AND ROOF ASSEMBLIES
FIGURE 803.9.1(2) PANEL OR FRAMED WALL ASSEMBLIES ANDROOF ASSEMBLIES <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 803.9.4.1(1) SINGLE DOOR TEST SPECIMEN <\/td>\n<\/tr>\n
56<\/td>\nFIGURE 803.9.4.1(2) DOUBLE DOOR ASSEMBLIES
FIGURE 803.9.4.2 ROLLING DOOR ASSEMBLIES <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 803.9.4.3 SECTIONAL DOOR ASSEMBLIES <\/td>\n<\/tr>\n
58<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
59<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
61<\/td>\nFIGURE 803.9.7.2 DOOR ASSEMBLIES SUBJECT TO REBOUND IMPACT
FIGURE 803.9.7.3 DOOR ASSEMBLIES SUBJECT TO REBOUND IMPACT <\/td>\n<\/tr>\n
62<\/td>\nSECTION 804 STATIC AND CYCLIC PRESSURE TESTING
SECTION 805 STATIC AND CYCLIC PRESSURE TESTING PROCEDURES <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 9 REFERENCED STANDARDS
ACI
ASCE
ASTM <\/td>\n<\/tr>\n
65<\/td>\nDOC
FM
ICC
ISEA
NFPA <\/td>\n<\/tr>\n
66<\/td>\nTMS
UL <\/td>\n<\/tr>\n
68<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
69<\/td>\nSECTION A105 SSPEOP PREPAREDNESS REQUIREMENTS <\/td>\n<\/tr>\n
71<\/td>\nSECTION A106 SSPEOP EMERGENCY OPERATIONAL PROCEDURES REQUIREMENTS <\/td>\n<\/tr>\n
74<\/td>\nICC DIGITAL CODES PREMIUM\u00ae <\/td>\n<\/tr>\n
75<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ANSI\/ICC 500-2023 ICC\/NSSA Standard for the Design and Construction of Storm Shelters<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":459737,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-459733","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/459733","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/459737"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=459733"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=459733"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=459733"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}