ICC Standard 500 2014

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ICC 500-2014: ICC/NSSA Standard for the Design and Construction of Storm Shelters

Published By	Publication Date	Number of Pages
ICC	2014	55

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Category: ICC

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Description

Published jointly by the International Code Council (ICC) and the National Storm Shelter Association (NSSA) and referenced in the newest building safety codes, this standard provides minimum design and construction requirements for storm shelters that provide a safe refuge from storms that produce high winds, hurricanes, and tornadoes. The magnitude of wind speeds associated with these events require building occupants and residents to evacuate the area or seek protection in a shelter designed for resistance to extraordinary loads and flying debris. The newest ICC Codes now require storm shelters in educational occupancies and critical emergency operation centers located in areas prone to extreme tornados. This standard provides 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 minimum required floor space for occupants.

PDF Catalog

PDF Pages	PDF Title
1	ICC 500-2014 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS
2	ICC 500-2014 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS TITLE PAGE
3	COPYRIGHT
4	AMERICAN NATIONAL STANDARD
6	FOREWORD
10	TABLE OF CONTENTS
12	CHAPTER 1 APPLICATION AND ADMINISTRATION SECTION 101 GENERAL SECTION 102 COMPLIANCE ALTERNATIVES SECTION 103 CONVENTIONS SECTION 104 OCCUPANCY SECTION 105 APPLICABLE BUILDING CODE SECTION 106 INSPECTIONS AND STRUCTURAL OBSERVATIONS
13	SECTION 107 CONSTRUCTION DOCUMENTS
15	SECTION 108 DESIGN INFORMATION SIGNAGE AND LABELING
16	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
18	CHAPTER 3 STRUCTURAL DESIGN CRITERIA SECTION 301 GENERAL SECTION 302 LOAD COMBINATIONS SECTION 303 LOADS SECTION 304 WIND LOADS
19	SECTION 305 DEBRIS HAZARDS TABLE 305.1.1 SPEEDS FOR 15-lb SAWN LUMBER 2 x 4 MISSILE FOR TORNADO SHELTERS SECTION 306 COMPONENT DESIGN AND TESTING
20	FIGURE 305.2.2 UNDERGROUND SHELTER
21	SECTION 307 WEATHER PROTECTION SECTION 308 CONNECTION OF STORM SHELTERS TO FOUNDATIONS OR SLABS SECTION 309 PENETRATIONS OF STORM SHELTER ENVELOPE BY SYSTEMS AND UTILITIES
23	FIGURE 303.2 100-YEAR, 1-HOUR RAINFALL (INCHES), EASTERN UNITED STATES
24	FIGURE 303.2—continued 100-YEAR, 1-HOUR RAINFALL (INCHES), CENTRAL UNITED STATES
25	FIGURE 304.2(1) SHELTER DESIGN WIND SPEEDS FOR TORNADOES
26	FIGURE 304.2(2) SHELTER DESIGN WIND SPEEDS FOR HURRICANES
27	FIGURE 304.2(2)—continued SHELTER DESIGN WIND SPEEDS FOR HURRICANES—WESTERN GULF OF MEXICO
28	FIGURE 304.2(2)—continued SHELTER DESIGN WIND SPEEDS FOR HURRICANES—EASTERN GULF OF MEXICO AND SOUTHERN AT
29	FIGURE 304.2(2)—continued SHELTER DESIGN WIND SPEEDS FOR HURRICANES—MID-NORTHERN ATLANTIC
30	CHAPTER 4 SITING SECTION 401 FLOOD ELEVATION CRITERIA SECTION 402 HAZARDOUS MATERIALS SECTION 403 SITING PROXIMITY FOR RESIDENTIAL SHELTERS SECTION 404 SITING FOR COMMUNITY SHELTERS
32	CHAPTER 5 OCCUPANCY, MEANS OF EGRESS, ACCESS AND ACCESSIBILITY SECTION 501 COMMUNITY SHELTERS TABLE 501.1.1 OCCUPANT DENSITY – COMMUNITY SHELTERS
33	SECTION 502 RESIDENTIAL SHELTERS FIGURE 502.3.2
34	TABLE 502.4 OCCUPANT DENSITY—RESIDENTIAL SHELTERS SECTION 503 LOCKS AND LATCHING SECTION 504 SIGNAGE FOR COMMUNITY SHELTERS
36	CHAPTER 6 FIRE SAFETY SECTION 601 FIRE-RESISTANT CONSTRUCTION SECTION 602 FIRE EXTINGUISHERS
38	CHAPTER 7 SHELTER ESSENTIAL FEATURES AND ACCESSORIES SECTION 701 GENERAL SECTION 702 TORNADO SHELTERS TABLE 702.1.1 VENTING AREA REQUIRED FOR TORNADO SHELTERS TABLE 702.2 REQUIRED SANITATION FACILITIES, TORNADO SHELTERS
39	SECTION 703 HURRICANE SHELTERS TABLE 703.1 VENTING AREA REQUIREMENTS FOR HURRICANE SHELTERS
40	TABLE 703.2 REQUIRED SANITATION FACILITIES FOR HURRICANE SHELTERS TABLE 703.3 WATER SUPPLY AND WASTE WATER STORAGE HURRICANE SHELTERS
42	CHAPTER 8 TEST METHODS FOR IMPACT AND PRESSURE TESTING SECTION 801 GENERAL SECTION 802 TERMINOLOGY SECTION 803 TEST SPECIMENS SECTION 804 MISSILE IMPACT TESTING
43	FIGURE 804.9.1(1) PANEL OR FRAMED WALLS/ROOF FIGURE 804.9.1(2) PANEL OR FRAMED WALLS/ROOF
44	FIGURE 804.9.2(1) SOLID WALLS/ROOF SECTION OF CONCRETE OR OTHER MATERIALS FIGURE 804.9.2(2) SOLID WALLS/ROOF SECTION OF CONCRETE OR OTHER MATERIALS
45	FIGURE 804.9.3(1) MASONRY UNIT WALLS/ROOFS FIGURE 804.9.3(2) MASONRY UNIT WALLS/ROOFS FIGURE 804.9.4(1) WINDOWS AND OTHER GLAZED OPENINGS FIGURE 804.9.4(2) WINDOWS AND OTHER GLAZED OPENINGS
46	FIGURE 804.9.5(1) DOORS AND OTHER ENTRY/EGRESS SYSTEMS FIGURE 804.9.5(2) DOORS AND OTHER ENTRY/EGRESS SYSTEMS
47	FIGURE 804.9.6(1) SHUTTERS OR OTHER IMPACT PROTECTION SYSTEMS FIGURE 804.9.6(2) SHUTTERS OR OTHER IMPACT PROTECTION SYSTEMS FIGURE 804.9.7 ALCOVE/BAFFLED ENTRY SYSTEM
48	FIGURE 804.9.7.1 ALCOVE/BAFFLED ENTRY SYSTEMS FOR WHICH NO DOOR IS REQUIRED
49	FIGURE 804.9.7.2 DOORS SUBJECT TO REBOUND IMPACT
50	FIGURE 804.9.7.3 DOORS SUBJECT TO FIRST IMPACT SECTION 805 PRESSURE TESTING SECTION 806 PRESSURE TESTING PROCEDURES
52	CHAPTER 9 REFERENCED STANDARDS ASCE ASTM DOC ICC
53	NFPA
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55	INTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT