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New York Codes Rules Regulations (Last Updated: March 27,2024) |
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TITLE 9. Executive Department |
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Appendices |
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Appendix L-1. |
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Regulation No. 11 NEW YORK STATE CIVIL DEFENSE COMMISSION REGULATIONS GOVERNING CONSTRUCTION, MAINTENANCE AND USE OF FALLOUT SHELTERS APPLICABLE TO FAMILY FALLOUT SHELTERS  REGULATIONS GOVERNING CONSTRUCTION, MAINTENTANCE AND USE OF FALLOUT SHELTERS Applicable to FAMILY FALLOUT SHELTERS Recommended By DIVISION OF HOUSING AND COMMUNITY RENEWAL Housing and Building Codes Bureau NEW YORK STATE CIVIL DEFENSE COMMISSION Public Security Building State Office Building Campus Albany, New York 12226 1967 Foreword These Regulations Governing Construction, Maintenance and Use of Fallout Shelters are applicable to family fallout shelters. These regulations were reviewed and approved for the safety and structural sufficiency for fallout shelters by the State Building Code Council. Part 1 General Provisions and Shielding GS 101 TITLE This Document shall be known as the Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters. It is hereinafter referred to as "these Regulations." GS 102 PURPOSE The purpose of these Regulations is to provide basic and uniform regulations in terms of performance objectives, so as to establish reasonable safeguards for the safety, health, and welfare of the occupants and users of group fallout shelters. Adequate design and performance shall be the basis of acceptability. GS 102-1 Useful Life For purposes of these Regulations fallout shelters shall be designed for a useful life of twenty years. GS 103 PARTIAL INVALIDITY If any term, part, provision, section, subdivision or paragraph of these Regulations shall be held unconstitutional, invalid, or ineffective, in whole or in part, such determination shall not be deemed to invalidate the remaining terms, parts, provisions, sections, subdivisions and paragraphs thereof. GS 104 SCOPE GS 104-1 New Fallout Shelters These Regulations shall apply to the following: Fallout shelters in new buildings; New fallout shelters in existing buildings; Fallout shelters as separate structures. GS 104-2 Addition or Alteration Any addition or alteration to a fallout shelter shall be made in conformity with applicable provisions of these Regulations. GS 104-3 Maintenance Fallout shelters shall be maintained in a safe and sanitary condition. GS 105 QUALITY OF MATERIALS Materials, assemblies, construction and equipment shall conform to the provisions of these Regulations, and shall conform to "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters" as listed in the Appendix, with respect to strength, durability, corrosion resistance, fire resistance and other qualities recognized under those standards. Test specimens and construction shall be truly representative of the material, workmanship and details to be used in actual practice. GS 106 ACCEPTABILITY a--Compliance with applicable provisions of "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters," except as otherwise prescribed in these Regulations, shall constitute compliance with these Regulations. b--Deviations from applicable provisions of "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters," when it shall have been conclusively proved that such deviations meet the performance requirements of these Regulations shall constitute compliance with these Regulations. GS 107 ABBREVIATIONS AND DEFINITIONS GS 107-1 General a--Abbreviations, terms, phrases, words and their derivatives used in these Regulations shall have the meanings given in this section. b--Words used in the singular include the plural, and the plural the singular. Words used in the masculine gender include the feminine and neuter genders. GS 107-2 Abbreviations
GS 107-3 Definitions Accessory structure. A structure having a use incidental to that of the main building and attached to it or located on the same premises. Addition. Extension or increase in area or height of a fallout shelter. Alteration. Any change, rearrangement or addition to a fallout shelter. Alternate use. In connection with a dual purpose fallout shelter, the use for other than a fallout shelter. Approved. Approved by the enforcement officer under the provisions of these Regulations, or approved by an authority designated by law or these Regulations. Combustible. Material or combination of materials that will ignite and support combustion when heated at any temperature up to 1382°F. (750°C.). Construction classification. A classification of buildings as designated in local building regulations into types of construction based on the fire resistance of the walls, floors, roof and other structural members. Dual purpose fallout shelter. A building, accessory structure, addition or alteration having an alternate use in addition to fallout shelter use. Entrance. A means of access to fallout shelter from the interior or exterior of a building including doors, doorways, passageways, hallways, corridors, stairways, ramps and all other elements necessary for access. Fallout. The radioactive debris of a nuclear explosion that eventually falls to earth in particles. Fallout shelter. A building, structure or other real property, or an area or portion thereof, so constructed, altered or improved as to provide protection against harmful radiation resulting from radioactive fallout, including such plumbing, heating, electrical, ventilating, air conditioning, filtrating, refrigerating equipment and other mechanical additions or installations, if any, as may be an integral part thereof. See definition of family fallout shelter and group fallout shelter. Family. A household constituting a single housekeeping unit occupied by one or more persons and where not more than four lodgers reside. Family fallout shelter. A fallout shelter intended for the use of one or two families. See "Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters." Fire area. The floor area of a story of a fallout shelter within exterior walls, party walls, fire walls or any combination thereof. Fire Damper. An approved automatic or self-closing noncombustible barrier designed to prevent the passage of air, gases, smoke or fire through an opening, duct or plenum chamber. Load, dead. Weight of permanent construction, including walls, framing, floors, roofs, partitions, stairways, and fixed building service equipment. Load, design.Total load that a structure is designed to sustain. Load, imposed. Loads, exclusive of dead load, that a structure is to sustain. Load, live. Load imposed solely by the occupancy. Lodger. A transient or permanent paying guest. Net available area. The floor area of a fallout shelter within the walls of the fallout shelter and available for fallout shelter purposes such as for sleeping, eating, food preparation, toilets, storage of food, water, bunks and other supplies and material. The net available area does not include the following: a--In dual purpose fallout shelters, the floor area occupied by materials or equipment for the alternate use that cannot be removed in the event of an emergency; b--a service area to a fallout shelter; c--the area required for radiation shielding, baffling, and mechanical and electrical equipment. Net available volume. The volume of the net available area between the floor and the construction above. Noncombustible. Material or combination of materials that will not ignite and support combustion when heated up to 1382°F. (750°C.), during an exposure of five minutes. Passageway. Space, used for access, serving as a means of travel to or from fallout shelters. Political subdivision. A county, town, city, village, school district or other district, district corporation or public benefit corporation. Potable water. Water suitable for drinking purposes. Protection factor. The relative reduction in the amount of gamma radiation that would be received by a person in a fallout shelter compared with the amount he would receive if entirely unprotected. Required. Required by these Regulations. Roof covering. Material applied to roof surface for protection against the elements. Roof insulation shall not be deemed to be a roof covering. Service area. An area containing equipment serving a fallout shelter but not included in the net available area. Shall. Is mandatory as used in these Regulations. AS 108 SAFETY DURING CONSTRUCTION a--Construction, within the scope of these Regulations, shall be performed in such manner that the workmen and public shall be protected from injury, and adjoining property shall be protected from damage by the use of scaffolding, underpinning, or other approved methods. b--Access to utilities and public facilities, including among others, fire hydrants, fire alarm boxes, police call boxes, street lights and manholes, shall be kept unobstructed during construction. AS 109 SAFETY DURING DEMOLITION a--Safe and sanitary conditions shall be provided where demolition and wrecking operations are being carried on. Work shall he done in such manner that hazard from fire, possibility of injury, danger to health and conditions that may constitute a public nuisance will be minimized, in conformity with local building regulations or generally accepted standards. b--Access to utilities and public facilities, including among others, fire hydrants, fire alarm boxes, police call boxes, street lights and manholes, shall be kept unobstructed during demolition. c--Gas, electric, sewer, heat, power, water and other service connections shall be disconnected, removed or sealed, in conformity with the applicable regulations of the public utility or municipal agency having jurisdiction. AS 110 SHIELDING a--Fallout shelters shall be provided with shielding designed for a protection factor of at least 100 as determined by "Generally Accepted Standards applicable to General Provisions and Shielding." b--In determining the protection factor, the radiation through openings in the shielding shall be considered. c--Entrances shall be designed with offsets, baffles or other means to reduce fallout radiation. AS 111 AREA AND VOLUME Fallout shelters shall have sufficient area and volume so as to provide a relatively safe and healthful environment. AS 112 UTILITIES Sufficient ventilation, potable water and sanitary facilities shall be provided for survival in a fallout shelter. AS 113 DUAL PURPOSE FALLOUT SHELTERS a--The alternate use of a dual purpose fallout shelter shall comply with the State Building Construction Code or other building code in effect in the political subdivision and shall also comply with the applicable portions of these Regulations. b--A dual purpose fallout shelter shall not be used for any purpose that would prohibit, restrict or interfere with its immediate use at any time for a fallout shelter. Part 2 Space Requirements AS 201 GENERAL REQUIREMENTS Fallout shelters shall be designed and constructed so as to comply with the requirements hereinafter set forth concerning size and entrances. AS 202 AREA AND VOLUME AS 202-1 Fallout Shelters for Ten Persons or Less a--Fallout shelters shall have not less than 10 square feet of net available area for each person and 40 cubic feet of net available volume for each person. b--The headroom of the fallout shelter at the highest point shall be not less than as follows:
For shapes other than those listed the headroom shall be as approved. AS 202-2 Fallout Shelters for More Than Ten Persons Fallout shelters shall have not less than 10 square feet of net available area for each person and 55 cubic feet of net available volume for each person and a minimum height of 5′-6″ for 50 per cent of the net available area. AS 203 ENTRANCES a--Entrances to fallout shelters for ten persons or less shall be of sufficient size to permit the passage of a sphere, 22″ in diameter. b--Entrances to fallout shelters for more than ten persons shall be of sufficient size to permit the passage of a sphere, 2′-6″ in diameter. Part 3 Structural Requirements AS 301 GENERAL REQUIREMENTS a--Fallout shelters and parts thereof shall be capable of sustaining safely their own weight and the loads to which they may be subjected. b--Fallout shelters shall be constructed so that loads are transmitted to the soil without undue differential settlement, or unsafe deformation. c--Wherever structural materials are subject to deterioration and might become structurally unsound if unprotected, protection in conformity with local building regulations or generally accepted standards for the material involved shall be provided. Causes of such deterioration include among others, action of freezing and thawing, dampness, corrosion, wetting and drying, and termites and other destructive insects. d--Fallout shelters built in soil which is water bearing at any season of the year shall be constructed so that the ground and surface water will not penetrate into the fallout shelter. AS 302 ALLOWABLE STRESSES OF MATERIALS AS 302-1 General Requirements Safe working stresses shall be assigned to materials in accordance with their classification either as controlled materials or ordinary materials, in conformity with generally accepted standards. AS 303 DESIGN LOADS AS 303-1 General Requirements Fallout shelters shall be of sufficient strength to support the design loads and to resist the deformations caused by such loads to which they may be subjected, without exceeding the allowable stresses in the generally accepted standards. Such loads shall include the dead load and the following imposed loads where applicable—live, snow, wind, earth cover, soil pressures (including surcharge), hydrostatic head and impact loads. AS 303-2 Uniformly Distributed Live Loads Uniformly distributed live loads on floors for the design of fallout shelters shall be at least 40 psf.  AS 303-3 Snow Loads Minimum snow loads for the design of fallout shelters shall be in conformity with the loads shown on the snow map on page 18 but shall not be less than 30 psf and need not exceed 60 psf. AS 303-4 Wind Loads Fallout shelters where subject to wind shall be designed for a pressure of at least 20 psf applied normal to the vertical surface. AS 303-5 Fallout Shelters Within Existing Buildings Where a fallout shelter is constructed within an existing building, the design of the structural parts of the building thereby affected shall be reviewed and such parts shall be strengthened if required to sustain safely the imposed loads. AS 304 ANALYSIS AND TEST OF STRUCTURAL ASSEMBLIES AS 304-1 General Requirements The capacity of an assembly to sustain dead and imposed loads without exceeding the allowable stresses shall be determined by any one of the procedures described in the generally accepted standards. Part 4 Fire Safety Requirements AS 401 PREVENTION OF EXTERIOR FIRE SPREAD AS 401-1 General Requirements To retard the exterior fire spread, exterior walls and roof coverings of fallout shelters where located partially or wholly above grade shall have fire-resistance ratings not less than as required by local building regulations or generally accepted standards. AS 402 PREVENTION OF INTERIOR FIRE SPREAD AS 402-1 Installation and Clearance of Heat Producing Equipment Where heat producing equipment is located adjacent to combustible materials, the insulation and clearance of the equipment shall be such that the temperature on the surface of the combustible materials will not exceed 175°F. AS 402-2 Firestopping Concealed spaces within wall, partition, floor or stair construction shall be fire- stopped or filled with noncombustible material to prevent the passage of flame, smoke, fumes and hot gases. Part 5 Equipment Requirements AS 501 GENERAL REQUIREMENTS FOR EQUIPMENT a--Plumbing, heating, electrical, ventilating, and other mechanical additions, installations or systems, where provided for the use of a fallout shelter shall be designed, installed, and located so that such equipment and systems will not be a potential danger to health or welfare, a danger because of structural defects, or a source of ignition, or any other hazard, and will not create excessive noise, or other-wise become a nuisance. b--The design and installation of equipment and systems shall conform to the requirements of section AS 106. c--Piping, conduits, or ducts which may be a potential hazard shall not be permitted in fallout shelters, except where shut-offs are provided outside the fallout shelter. AS 502 PLUMBING AS 502-1 General Requirements Plumbing systems shall conform with the requirements of section AS 501. AS 502-2 Water Supply a--Potable water from a suitable source shall be available at all times in fallout shelters. b--The source of potable water supply for a fallout shelter shall be: 1) A safe well water source; 2) Storage of water. c--A minimum of 1/2 gallon of potable water shall be available for each person per day for a minimum of 14 days. d--Storage of potable water shall be provided under sanitary conditions by one of the following: 1) Portable containers; 2) Water storage tanks; 3) Other approved means. AS 502-3 Sanitary Facilities a--Facilities designed to permit sanitary disposal or storage of sewage, shall be provided in or adjacent to fallout shelters. b--At least one toilet shall be provided in the fallout shelter. c--Toilets shall consist of one of the following: 1) Water closets, where adequate flushing water is available; 2) Chemical toilets; 3) Fixed or portable type with waterproof disposable containers; 4) Other approved types. AS 503 VENTILATION AS 503-1 General Requirements a--The minimum amount of air for ventilation of a fallout shelter shall be 3 cfm for each person. b--Ventilating systems for outside underground or above ground fallout shelters shall be of the mechanical type except where it can be shown that the minimum amount of air is otherwise provided. c--Where mechanical ventilating equipment is provided, air shall not be recirculated. d--Mechanical ventilation systems shall be in conformity with the requirements of section AS 501. e--Filters, where provided, shall be designed and installed so as not to constitute a fire or smoke hazard. AS 504 FUEL GAS PIPING EQUIPMENT AND SYSTEMS Fuel gas piping equipment and systems where provided shall be in conformity with the requirements of section AS 501. AS 505 HEATING AS 505-1 General Requirements a--Heating systems, where provided, shall be in conformity with the requirements of section AS 501. b--Fuel burning equipment, where provided, shall be located in spaces that are ventilated in an approved manner. AS 506 ELECTRICAL WIRING AND EQUIPMENT Where electrical wiring and equipment is installed in a fallout shelter, it shall conform to the requirements of section AS 501. APPENDIX GENERALLY ACCEPTED STANDARDS for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters A generally accepted standard is defined in these Regulations as a specification, code, rule, guide or procedure in the field of construction, or related thereto, recognized and accepted as authoritative and as listed in "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters." The standards are identified by symbols representing the name of the issuing or sponsoring organization or the general category of publications, the title of the standard, and its identification number, the last figures of which frequently indicate the year of issue. The names of the organizations, the abbreviations of their names, and the addresses where copies of the standards may be obtained, are listed herein. The standards are arranged to correspond with parts 1, 3, 4 and 5 of these Regulations, relating, in that order, to general provisions and shielding requirements, structural requirements, fire-safety requirements and equipment requirements. ISSUING ORGANIZATIONS ACI American Concrete Institute, P.O. Box 4754, Redford Station, Detroit, Michigan 48219 AGA American Gas Association Laboratories, 1032 East 62nd Street, Cleveland, Ohio 44103 APA American Plywood Association, Tacoma, Washington 98401 ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. 345 East 47th Street, New York, New York 10017 ASTM American Society for Testing and Materials, 1916 Race Street, Philadelphia 3, Pennsylvania AWPA American Wood Preservers' Association, Suite 710 1707 L Street, N. W., Washington, D. C. 20036 CS* Commercial Standards, U. S. Department of Commerce, National Bureau of Standards Office of Product Standards Washington, D. C. 20234 DA* Department of Agriculture Washington, D. C. 20250 DH Department of Health, New York State, 84 Holland Avenue, Albany, New York 12208 FS Federal Supply Service, Standardization Division General Services Administration, Washington, D. C. 20406 H* Handbooks, U. S. Department of Commerce, National Bureau of Standards, Washington, D. C. 20234 IC Industrial Code Rules, New York State Department of Labor, Business Administration Office, 80 Centre Street, New York, New York 10013 or New York State Department of Labor, Office of Administrative Director, Building 12, State Campus Albany, New York NFPA National Fire Protection Association, 60 Batterymarch Street, Boston, Massachusetts 02110 NFPAssn. National Forest Products Association, 1619 Massachusetts Avenue, N. W., Washington, D. C. 20036 NYSCDC New York State Civil Defense Commission, Public Security Building State Campus, Albany, New York 12226 OCD Office of Civil Defense, Department of Defense, The Pentagon, Washington, D. C. SBCC State Building Code Council, 393 Seventh Avenue, New York, New York 10001 SPR* Simplified Practice Recommendations, U. S. Department of Commerce National Bureau of Standards Office of Product Standards Washington, D. C. 20234 ULI Underwriters' Laboratories, Inc. 207 East Ohio Street, Chicago, Illinois 60611 or Walt Whitman Road, Melville, New York 11749 or 1655 Scott Blvd., Santa Clara, California 95050 USASI United States of America Standards Institute 10 East 40 Street, New York, New York 10016 ____ * Standards are obtainable from the Superintendent of Documents, U. S. Government Printing Office, Washington, D. C. 20402. PART 1 Generally Accepted Standards Applicable to General Provisions and Shielding SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code SHIELDING REQUIREMENTS NYSCDC & OCD, Design & Review of Structures for Protection from Fallout Gamma Radiation, 1961 OCD, Shelter Design and Analysis, TR-20, Vol. 1, Fallout Protection, 1964 SAFETY DURING CONSTRUCTION AND DEMOLITION IC, Protection of Persons Employed in Construction and Demolition Work, Industrial Code Rule No. 23, 1962 with 1963 amendments PART 3 Generally Accepted Standards Applicable to Structural Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code CONCRETE AND CONCRETE UNITS ACI, Building Code Requirements for Reinforced Concrete, ACI 318-63 ACI, Minimum Standard Requirements for Precast Concrete Floor and Roof Units, ACI 711-58 MASONRY MATERIALS USASI, Building Code Requirements for Masonry, A41.1-1953 USASI, Specifications for Reinforced Gypsum Concrete, A59.1-1954 ASTM, Specifications for Quicklime for Structural Purposes, C 5-59 ASTM, Specifications for Natural Cement, C 10-64 ASTM, Specifications for Gypsum, C 22-50 ASTM, Specifications for Concrete Aggregates, C 33-64 ASTM, Specifications for Structural Clay Load-Bearing Wall Tile, C 34-62 ASTM, Specifications for Gypsum Partition Tile or Block, C 52-54 ASTM, Specifications for Concrete Building Brick, C 55-64T (Tentative) ASTM, Specifications for Structural Clay Non-Load-Bearing Tile C 56-62 ASTM, Specifications for Building Brick (Solid Masonry Units from Clay or Shale), C 62-62 ASTM, Specifications for Sand-Lime Building Brick, C 73-51 ASTM, Specifications for Hollow Load-Bearing Concrete Masonry Units, C 90-64T (Tentative) ASTM, Specifications for Masonry Cement, C 91-65 ASTM, Specifications for Ready-Mixed Concrete, C 94-65 ASTM, Specifications for Hollow Non-Load-Bearing Concrete Masonry Units, C 129-64T (Tentative) ASTM, Specifications for Hydraulic Hydrated Lime for Structural Purposes, C 141-61 ASTM, Specifications for Aggregate for Masonry Mortar, C 144-62T (Tentative) ASTM, Specifications for Solid Load-Bearing Concrete Masonry Units, C 145-64T (Tentative) ASTM, Specifications for Portland Cement, C 150-65T ASTM, Specifications for Air-Entraining Portland Cement, C 175-65 ASTM, Specifications for Portland Blast Furnace Cement, C 205-64T (Tentative) ASTM, Specifications for Hydrated Lime for Masonry Purposes, C 207-49 ASTM, Specifications for Mortar for Unit Masonry, C 270-64T (Tentative) ASTM, Specifications for Lightweight Aggregates for Structural Concrete, C 330-64T (Tentative) STEEL FOR CONCRETE REINFORCING Reinforcement (ASTM Specifications) as listed in Building Code Requirements for Reinforced Concrete, ACI 318-63, Sections 405 and 410 WOOD APA, Fir Plywood Technical Data Handbook, 1948, with revisions to 1963 inclusive ASTM, Methods for Establishing Structural Grades of Lumber, D 245-64T (Tentative) ASTM, Methods of Conducting Strength Tests of Panels for Building Construction, E 72-61 CS, Hardwood Plywood, CS 35-61 CS, Douglas Fir Plywood, CS 45-60 with amendments to 1965 CS, Western Softwood Plywood, CS 122-60 with amendments to 1965 CS, Structural Glued Laminated Timber, CS 253-63 CS, Southern Pine Plywood CS 259-63 with amendments to February 1966 NFPAssn. National Design Specification for Stress-Grade Lumber and Its Fastenings, 1962 NFPAssn. Working Stresses for Stress-Grade Lumber, Supplement No. 1, 1962, to Wood Structural Design Data, Vol. 1, 1957 NFPAssn. Heavy Timber Construction Details, Wood Construction Data No. 5, 1961 Wood Treatment DA, Subterranean Termites, Their Prevention and Control in Buildings, Home and Garden Bulletin No. 64, January 1960 FS, Primer, Paint, Exterior (Undercoat for Wood, Ready-Mixed, White and Tints), TT-P-25a (1), 1951 FS, Wood Preservative; Treating Practices, TT-W-571g (1), 1962 (AWPA specifications and instructions are referenced) PART 4 Generally Accepted Standards Applicabie to Fire Safety Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code PART 5 Generally Accepted Standards Applicable to Equipment Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code ELECTRICAL WIRING AND EQUIPMENT USASI, National Electrical Code, C1-1965 (NFPA No. 70, 1965) H, National Electrical Safety Code, NBS Handbook H 30, 1948, excluding Part 2, (Fifth edition) ULI, Electrical Applicance and Utilization Equipment List, 1966 ULI, Electrical Construction Materials List, 1966 LIQUEFIED PETROLEUM GAS USASI, Storage and Handling of Liquefied Petroleum Gases, Z106.1-1965 (NFPA No. 58, 1965) HEATING, VENTILATING, REFRIGERATION AND AIR CONDITIONING General Design and Installation ASHRAE, Heating, Ventilating Air Conditioning Guide, 1960, Sections III to VIII inclusive NFPA, Residence Type Warm Air Heating and Air Conditioning Systems No. 90B, 1965 ULI, Electrical Appliance and Utilization Equipment List, 1966 Boilers, Furnaces, and Central Systems USASI, Approval Requirements for Central Heating Gas Appliances: Gas-Fired Steam and Hot Water Boilers, Z21.13-1964, with Addenda Z21.13a-1965 Gas-Fired Duct Furnaces, Z21.34-1964, with Addenda Z21.34a-1965 Gas-Fired Gravity and Forced Air Furnaces, Z21.47-1964, with Addenda Z21.47a-1965 Gas-Fired Gravity and Fan Type Floor Furnaces, Z21.48-1964, with Addenda Z21.48a-1965 Gas-Fired Gravity and Fan Type Vented Wall Furnaces, Z21.49-1964, with Addenda Z21.49a-1965 ASME, Boiler and Pressure Vessel Code; 1965, with 1965 Addendum Section IV, Rules for Construction of Low-Pressure Heating Boilers CS, Warm Air Furnaces Equipped with Vaporizing-Type Oil Burners, CS 104-63 SPR, Steel Firebox Boilers and Steel Heating Boilers (Commercial and Residential Types) R157-50 ULI, Gas and Oil Equipment List, 1965 Gas-Fired Equipment (See also Piping Equipment and Systems) AGA, Directory of Approved Appliances and Listed Accessories, July, 1966 USASI, Installation of Gas Appliances and Gas Piping, Z21.30-1964 (NFPA No. 54, 1964) Oil-Fired Equipment USASI, Oil-Burning Equipment, Z95.1-1965 (NFPA No. 31, 1965) CS, Automatic Mechanical-Draft Oil Burners Designed for Domestic Installation, CS 75-56 CS, Flue-Connected Oil-Burning Space Heaters and Recessed Heaters with Vaporizing Pot-Type Burners, CS 101-63 CS, Oil-Burning Floor Furnaces Equipped with Vaporizing Pot-Type Burners, CS 113-63 CS, Warm-Air Furnace--Burner Units Equipped with Pressure-Atomizing or Rotary-Type Oil Burners, CS 195-60 ULI, Gas and Oil Equipment List, 1965 PIPING EQUIPMENT AND SYSTEMS USASI, Installation of Gas Appliances and Gas Piping, Z21.30-1964 (NFPA, No. 54, 1964) PLUMBING General Design and Installation DH, Minimum Requirements for Plumbing recommended by Department of Health, State of New York, Bulletin No. 23 Drinking Water Supplies DH, Drinking Water Supplies, Part 5, State Sanitary Code Regulation No. 11 NEW YORK STATE CIVIL DEFENSE COMMISSION REGULATIONS GOVERNING CONSTRUCTION, MAINTENANCE AND USE OF FALLOUT SHELTERS APPLICABLE TO GROUP FALLOUT SHELTERS  REGULATIONS GOVERNING CONSTRUCTION, MAINTENTANCE AND USE OF FALLOUT SHELTERS Applicable to GROUP FALLOUT SHELTERS Recommended By DIVISION OF HOUSING AND COMMUNITY RENEWAL Housing and Building Codes Bureau NEW YORK STATE CIVIL DEFENSE COMMISSION Public Security Building State Office Building Campus Albany, New York 12226 1967 Foreword These Regulations Governing Construction, Maintenance and Use of Fallout Shelters are applicable to group fallout shelters. These regulations were reviewed and approved for the safety and structural sufficiency for fallout shelters by the State Building Code Council. Part 1 General Provisions and Shielding AS 101 TITLE This Document shall be known as the Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to family fallout shelters. It is hereinafter referred to as "these Regulations." AS 102 PURPOSE The purpose of these Regulations is to provide basic and uniform regulations in terms of performance objectives, so as to establish reasonable safeguards for the safety, health, and welfare of the occupants of family fallout shelters. Adequate design and performance shall be the basis of acceptability. AS 102-1 Useful Life For purposes of these Regulations fallout shelters shall be designed for a useful life of ten years. AS 103 PARTIAL INVALIDITY If any term, part, provision, section, subdivision or paragraph of these Regulations shall be held unconstitutional, invalid, or ineffective, in whole or in part, such determination shall not be deemed to invalidate the remaining terms, parts, provisions, sections, subdivisions and paragraphs thereof. AS 104 SCOPE AS 104-1 New Fallout Shelters These Regulations shall apply to the following: Fallout shelters in new buildings; New fallout shelters in existing buildings; Fallout shelters as separate structures. AS 104-2 Addition or Alteration Any addition or alteration to a fallout shelter shall be made in conformity with applicable provisions of these Regulations. AS 104-3 Maintenance Fallout shelters shall be maintained in a safe and sanitary condition. AS 105 QUALITY OF MATERIALS Materials, assemblies, construction and equipment shall conform to the provisions of these Regulations, and shall conform to "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters" as listed in the Appendix with respect to strength, durability, corrosion resistance, fire resistance and other qualities recognized under those standards. Test specimens and construction shall be truly representative of the material, workmanship and details to be used in actual practice. AS 106 ACCEPTABILITY a--Compliance with applicable provisions of "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters," except as otherwise prescribed in these Regulations, shall constitute compliance with these Regulations. b--Deviations from applicable provisions of "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters," when it shall have been conclusively proved that such deviations meet the performance requirements of these Regulations, shall constitute compliance with these Regulations. AS 107 ABBREVIATIONS AND DEFINITIONS AS 107-1 General a--Abbreviations, terms, phrases, words and their derivatives used in these Regulations shall have the meanings given in this section. b--Words used in the singular include the plural, and the plural the singular. Words used in the masculine gender include the feminine and neuter genders. AS 107-2 Abbreviations
AS 107-3 Definitions Accessory structure. A structure having a use incidental to that of the main building and attached to it or located on the same premises. Addition. Extension or increase in area or height of a fallout shelter. Alteration. Any change, rearrangement or addition to a fallout shelter. Alternate use. In connection with a dual purpose fallout shelter, the use for other than a fallout shelter. Approved. Approved by the enforcement officer under the provisions of these Regulations, or approved by an authority designated by law or these Regulations. Combustible. Material or combination of materials that will ignite and support combustion when heated at any temperature up to 1382°F. (750°C.). Dual purpose fallout shelter. A building, accessory structure, addition or alteration having an alternate use in addition to fallout shelter use. Entrance. A means of access to fallout shelter from the interior or exterior of a building including doors, doorways, passageways, hallways, corridors, stairways, ramps and all other elements necessary for access. Fallout. The radioactive debris of a nuclear explosion that eventually falls to earth in particles. Fallout shelter. A building, structure or other real property, or an area or portion thereof, so constructed, altered or improved as to provide protection against harmful radiation resulting from radioactive fallout, including such plumbing, heating, electrical, ventilating, air conditioning, filtrating and refrigerating equipment and other mechanical additions or installations, if any, as may be an integral part thereof. See definition of family fallout shelter and group fallout shelter. Family. A household constituting a single housekeeping unit occupied by one or more persons and where not more than four lodgers reside. Family fallout shelter. A fallout shelter intended for the use of one or two families. Firestopping. A barrier effective against the spread of flames or hot gases within or between concealed spaces. Generally accepted standard. A specification, code, rule, guide or procedure, in the field of construction or related thereto, recognized and accepted as authoritative as listed in "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters." Group fallout shelter. A fallout shelter other than a family fallout shelter. See "Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters." Hatch. An opening into a vertical entrance of a fallout shelter. Fire-resistance rating. Time in hours or parts thereof that a material, construction or assembly will withstand fire exposure, as determined in a fire test made in conformity with generally accepted standards, or as determined by extension or interpretation of information derived therefrom. Firestopping. A barrier effective against the spread of flames or hot gases within or between concealed spaces. Flame-spread rating. The measurement of flame spread on the surface of materials or their assemblies as determined by tests conducted in conformity with generally accepted standards. Flammable. Capability of materials or combination of materials to ignite within five seconds when exposed to flame. Generally accepted standard. A specification, code, rule, guide or procedure, in the field of construction or related thereto, recognized and accepted as authoritative as listed in "Generally Accepted Standards for Regulation Governing Construction, Maintenance and Use of Fallout Shelters applicable to Group Fallout Shelters." Group fallout shelter. A fallout shelter other than a family fallout shelter. Interior finish. Material applied directly to walls or ceiling for acoustical correction, surface insulation, decorative treatment, or similar purposes, including but not limited to veneer, wainscoting and paneling. Surface finishes of wallpaper or other materials not more than 1/28-inch thick having no greater fire hazard than wallpaper shall not be deemed to be interior finish. Interior trim. Material generally not exceeding 12 inches in width, around openings or on wall or ceiling, including casings, stools, aprons, baseboards, chair rails, picture molds, cornice and decorative moldings. Load, dead. Weight of permanent construction, including walls, framing, floors, roofs, partitions, stairways, and fixed building service equipment. Load, design. Total load that a structure is designed to sustain. Load, imposed. Loads, exclusive of dead load, that a structure is to sustain. Load, live. Load imposed solely by the occupancy. Lodger. A transient or permanent paying guest. Net available area. The floor area of a fallout shelter within the walls of the fallout shelter and available for fallout shelter purposes, such as for sleeping, eating, food preparation, toilets, storage of food, water, bunks and other supplies and material. The net available area does not include the following: a--In dual purpose fallout shelters, the floor area occupied by materials or equipment for the alternate use, that cannot be removed in the event of an emergency; b--A service area to a fallout shelter; c--The area required for radiation shielding, baffling, and mechanical and electrical equipment. Net available volume. The volume of the net available area between the floor and the construction above. Noncombustible. Material or combination of materials that will not ignite and support combustion when heated up to 1382°F. (750°C.) during an exposure of five minutes. Occupancy. Use of a building, structure or premises. Occupancy classification. A classification of buildings into occupancy groups based on the kind or nature of occupancy or use. Passageway. Space, used for access, serving as a means of travel to or from fallout shelters. Political subdivision. A county, town, city, village, school district or other district, district corporation or public benefit corporation. Potable water. Water approved for drinking purposes. Protection factor. The relative reduction in the amount of gamma radiation that would be received by a person in a fallout shelter compared with the amount he would receive if entirely unprotected. Required. Required by these Regulations. Roof Covering. Material applied to roof surface for protection against the elements. Roof insulation shall not be deemed to be a roof covering. Service area. An area containing equipment serving a fallout shelter but not included in the net available area. Shall. Is mandatory as used in these Regulations. Toilet space. Space containing facilities for disposal of human waste. Wall, fire. A wall of noncombustible construction, with qualities of fire resistance and structural stability, that completely subdivides a fallout shelter into fire areas and that resists the spread of fire. GS 108 SAFETY DURING CONSTRUCTION a--Construction, within the scope of these Regulations, shall be performed in such manner that the workmen and public shall be protected from injury, and adjoining property shall be protected from damage, by the use of scaffolding, underpinning, or other approved methods. b--Access to utilities and public facilities, including among others, fire hydrants, fire alarm boxes, police call boxes, street lights and manholes, shall be kept unobstructed during construction. GS 109 SAFETY DURING DEMOLITION a--Safe and sanitary conditions shall be provided where demolition and wrecking operations are being carried on. Work shall be done in such manner that hazard from fire, possibility of injury, danger to health and conditions that may constitute a public nuisance will be minimized, in conformity with local building regulations or generally accepted standards. b--Access to utilities and public facilities, including among others, fire hydrants, fire alarm boxes, police call boxes, street lights and manholes, shall be kept unobstructed during demolition. c--Gas, electric, sewer, heat, power, water and other service connections shall be disconnected, removed or sealed in conformity with the applicable regulations of the public utility or municipal agency having jurisdiction. GS 110 SHIELDING a--Fallout shelters shall be provided with shielding designed for a protection factor of at least 100 as determined by "Generally Accepted Standards Applicable to General Provisions and Shielding." b--In determining the protection factor, the radiation through openings in the shielding shall be considered. c--Entrances shall be designed with offsets, baffles or other means to reduce fallout radiation. GS 111 AREA AND VOLUME Fallout shelters shall have sufficient area and volume so as to provide a relatively safe and healthful environment. GS 112 UTILITIES Sufficient ventilation, potable water, sanitary facilities and light and power shall be provided for survival in a fallout shelter. GS 113 DUAL PURPOSE FALLOUT SHELTERS a--The alternate use of a dual purpose fallout shelter shall comply with the State Building Construction Code or other building code in effect in the political subdivision and shall also comply with the applicable portions of these Regulations. b--A dual purpose fallout shelter shall not be used for any purpose that would prohibit, restrict or interfere with its immediate use at any time for a fallout shelter. c--Dual purpose fallout shelters shall not have an alternate use where odors, dust, smoke or gases are emitted or where flammable or explosive materials are involved, unless precautions are taken to eliminate these hazards during occupancy as a shelter. Part 2 Space Requirements GS 201 GENERAL REQUIREMENTS Fallout shelters shall be designed and constructed so as to comply with the requirements hereinafter set forth concerning size and entrances. GS 202 CLASSIFICATION OF BUILDINGS The classification of buildings with respect to occupancy or use, type of construction or fire hazard in accordance with the local building code for a political subdivision shall not be affected by the inclusion of a fallout shelter. GS 202-1 Construction Classification of Fallout Shelters A fallout shelter in a new or existing building shall have a type of construction in which fire-resistance ratings of the structural elements are not less than that required for the building by local building regulations or generally accepted standards, except that for existing buildings no more than one hour fire-resistance ratings shall be required for structural members used only to support additional shielding materials. GS 203 FIRE AREA A fallout shelter shall be subdivided into fire areas permitted for that building under the local building regulations or generally accepted standards, except that rules regarding increase in fire areas because of accessibility to streets, fire hydrants and the use of sprinklers shall not apply. GS 204 AREA AND VOLUME a--Fallout shelters for 15 persons or less shall have not less than 12 square feet of net available area for each person and 65 cubic feet of net available volume for each person, and a minimum height of 6 feet for 50 per cent of the net available area. b--Fallout shelters for 16 persons or more shall have 180 square feet of net available area, plus not less than 10 square feet of net available area for each person over 15 persons, and 65 cubic feet of net available volume for each person with a minimum height of 6 feet for 50 per cent of the fallout shelter net available area. c--Service areas shall not be included as part of the required net available area. GS 205 TOILET SPACES a--Toilet spaces shall be provided and shall be in readily accessible locations with provisions to prevent direct view from outside the toilet space. b--Toilets shall be in separate spaces for each sex. GS 206 ENTRANCES AND PASSAGEWAYS GS 206-1 General Requirements a--Fallout shelters with a capacity of 200 persons or less shall be provided with at least one entrance. Fallout shelters with a capacity of 201 persons or more shall have at least two entrances. Entrances shall be arranged and constructed so that persons may enter safely. b--Entrances shall be located so that they are readily accessible. They shall not be concealed nor the direction of the passageways obscured and they shall be as remote from each other as possible. c--The required width of passageways shall not be diminished throughout the path of travel to the fallout shelter. d--Passageways shall be in conformity with the requirements of section GS 106 except as provided in these Regulations and except that they need not be enclosed. e--Entrances and passageways shall be plainly marked with fallout shelter signs. f--The total width of all entrances to a fallout shelter shall be determined in units of 22 inches and shall be based on the maximum capacity of the fallout shelter in conformity with the following table: Table GS 206-If Width of Entrances
Credit for fractions of units shall not be allowed, except that a credit of one-half unit shall be allowed for 12 inches of clear width added to one or more 22-inch units of width. g--The minimum width of a passageway or entrance to a fallout shelter shall be 30 inches, except that for bedridden patients the minimum width shall be 44 inches. h--The minimum height of entrances and passageways shall be 6 feet. i--Entrances and passageways shall be maintained so as to provide free and unobstructed access from all parts of the building. No locks or fastening to prevent free access from the outside of a fallout shelter shall be installed except that locks or fastenings may be installed if a key to operate them is available at all times. Where the fallout shelter is locked, a sign shall be located at the entrance designating the location of the key. j--Entrance doors where provided to fallout shelters shall swing in direction of exit from the fallout shelters. k--Safe, continuous passageways to a fallout shelter shall be provided from the interior of a building or from the street or other legal open space at grade level connecting to a street. Part 3 Structural Requirements GS 301 GENERAL REQUIREMENTS a--Fallout shelters and parts thereof shall be capable of sustaining safely their own weight and the loads to which they may be subjected. b--Fallout shelters shall be constructed so that loads are transmitted to the soil without undue differential settlement, or unsafe deformation. c--Wherever structural materials are subject to deterioration and might become structurally unsound if unprotected, protection in conformity with local building regulations or generally accepted standards for the material involved shall be provided. Causes of such deterioration include, among others, action of freezing and thawing, dampness, corrosion, wetting and drying, termites and other destructive insects. d--Fallout shelters built in soil that is water bearing at any season of the year shall be constructed so that the ground and surface water will not penetrate into the fallout shelter. GS 302 ALLOWABLE STRESSES OF MATERIALS GS 302-1 General Requirements Safe working stresses shall be assigned to materials in accordance with their classification either as controlled materials or ordinary materials, in conformity with generally accepted standards. GS 303 DESIGN LOADS GS 303-1 General Requirements Fallout shelters shall be of sufficient strength to support the design loads and to resist the deformation caused by such loads to which they may he subjected, without exceeding the allowable stresses in the generally accepted standards. Such loads shall include the dead load and the following imposed loads where applicable--live, snow, wind, earth cover, soil pressures (including surcharge), hydrostatic head and impact loads. GS 303-2 Uniformly Distributed Live Loads Uniformly distributed live loads on floors for the design of fallout shelters shall be at least 40 psf. GS 303-3 Snow Loads Minimum snow loads for the design or fallout shelters shall be in conformity with the loads shown on the snow map below but shall not be less than 30 psf and need not exceed 60 psf:  GS 303-4 Wind Loads Fallout shelters where subject to wind shall be designed for a pressure of at least 20 psf applied normal to the vertical surface. GS 303-5 Fallout Shelters Within Existing Buildings Where a fallout shelter it constructed within an existing building, the design of the structural parts of the building thereby affected shall be reviewed and such parts shall be strengthened if required to sustain safely the imposed loads. GS 304 ANALYSIS AND TEST OF STRUCTURAL ASSEMBLIES GS 304-1 General The capacity of an assembly to sustain dead and imposed loads without exceeding the allowable stresses shall be determined by any one of the procedures described in the generally accepted standards. Part 4 Fire Safety Requirements GS 401 PREVENTION OF EXTERIOR FIRE SPREAD GS 401-1 General Requirements To retard exterior fire spread, exterior walls and roof coverings of fallout shelters where located partially or wholly above grade shall have fire-resistance ratings of not less than as required by local building regulations or generally accepted standards. GS 402 PREVENTION OF INTERIOR FIRE SPREAD GS 402-1 General Requirements Structural elements or members, including walls, partitions, columns, beams and trusses, shall have fire-resistance ratings in accordance with the requirements of section GS 202-1. GS 402-2 Fire Walls a--The floor area of fallout shelters shall be divided by fire walls into fire areas in accordance with section GS 203. b--Fire walls shall form a continuous fire and smoke barrier between fire area from the floor of the fallout shelter to the roof of the fallout shelter and otherwise shall be constructed in conformity with local building regulations or generally accepted standards. GS 402-3 Installation and Clearance of Heat Producing Equipment Where heat producing equipment is located adjacent to combustible materials, the insulation and clearance of the equipment shall be such that the temperature on the surface of the combustible materials will not exceed 175°F. GS 402-4 Firestopping Concealed spaces within wall, partition, floor or stair construction shall be firestopped or filled with noncombustible material to prevent the passage of flame, smoke, fumes and hot gases. GS 403 INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS GS 403-1 General Requirements a--Interior finish and trim shall be of materials that will not, in burning, give off excessive amounts of smoke or objectionable gases. b--Interior wall and ceiling finish materials shall have a surface flame-spread rating of not more than 100 as determined by tests conducted in conformity with generally accepted standards. Part 5 Equipment Requirements GS 501 GENERAL REQUIREMENTS FOR EQUIPMENT a--Plumbing, heating, electrical, ventilating, air conditioning, refrigerating, fire protection and other mechanical additions, installations or systems for the use of fallout shelters shall be designed, installed and located so that such equipment and systems will not be a potential danger to health or welfare, a danger because of structural defects, or a source of ignition, or any other hazard, and will not create excessive noise, or otherwise become a nuisance. b--Equipment and systems shall be made of approved materials, shall be free from defective workmanship, and shall be designed and installed so as to be durable, without read for frequent repairs or major replacement. c--The design and installation of equipment and systems shall conform to the requirements of section GS 106. d--Equipment and systems shall be subjected to such applicable tests as will disclose defects and leaks. e--Equipment and systems shall be capable of performing their functions satisfactorily without being forced to operate beyond the safe design capacity. f--Equipment and systems subject to damage from freezing shall be adequately protected against freezing. g--Equipment shall be protected from mechanical damage. h--Moving parts of equipment that may be a potential hazard shall be guarded to protect against accidental contact. i--Piping, conduits or ducts that may be a potential hazard shall not be permitted in fallout shelters unless shutoffs are provided outside the fallout shelter. GS 502 PLUMBING GS 502-1 General Requirements Plumbing systems shall conform with the requirements of section GS 501. GS 502-2 Water Supply a--Potable water from a suitable source shall be available at all times in fallout shelters. b--The source of potable water supply for a fallout shelter shall be: 1) A safe well water source; 2) Storage of water. c--A minimum of 1/2 gallon of potable water shall be available for each person per day for a minimum of 14 days. Where the source of water is outside the fallout shelter means shall be provided to convey the required amount to the fallout shelter. d--Storage of potable water shall be provided under sanitary conditions by one of the following: 1) Portable containers; 2) Tanks that form part of a building potable water supply distribution system with provision for isolating that portion used for potable water from the source of water; 3) Fire reserve sections of a combined domestic and fire systems water supply tank; 4) Other approved means. e--Potable water storage and outlets shall not be located in toilet spaces. GS 502-3 Sanitary Facilities a--Fallout shelters shall be provided with facilities designed to permit sanitary disposal or storage of sewage. b--Facilities for disposal or storage of human waste shall be provided on the basis of one toilet for each 50 people, with a minimum of two toilets. c--Toilets shall consist of one of the following: 1) Water closets, where adequate flushing water is available; 2) Chemical toilets; 3) Fixed or portable type with waterproof disposable containers; 4) Other approved types. GS 502-4 Storm Drainage Roofs and paved areas, including yards and courts, shall be drained. Storm drainage shall be conveyed to an adequate and approved system of storm water disposal where available. Storm drains shall be discharged in such manner that water will not flow into fallout shelters. GS 503 VENTILATION GS 503-1 General Requirements a--The minimum amount of total air for ventilation of a fallout shelter shall be 10 cfm for each person, of which 3 cfm shall be fresh air from the exterior. Means shall be provided to regulate the proportion of fresh air from 3 cfm to 10 cfm per person in the minimum total air supplied. b--Ventilation systems for fallout shelters shall be of the mechanical type except where it can be shown that the minimum amount of air is otherwise provided. c--Mechanical ventilation systems shall be in conformity with the requirements of section GS 501. d-Ventilating systems shall be designed and installed so that the rapid spread of heat, flame, or smoke through the system will be prevented, and so that under conditions of use the temperature of any combustible material adjacent thereto, or in contact therewith, will not exceed 175°F. e--Ducts and other air handling equipment shall be of noncombustible material. f--Filters shall he designed and installed so as not to constitute a fire or smoke hazard. g--Ducts passing through fire walls shall be equipped with fire dampers. h--Plenum chambers or enclosures for ventilating purposes shall conform to the requirements for ducts. i--Where a mechanical system of ventilation is provided, it shall be such that a positive pressure is maintained in a fallout shelter relative to adjacent spaces. j--Where a mechanical system of ventilation is provided, suitable filters shall be installed to remove fallout particles 50 microns and larger in diameter. Filter sections shall be sealed against air leakage. GS 503-2 Ventilation of Service Spaces a--Air required for ventilation of a service space may be the exhaust air transferred from the fallout shelter. b--When outside air is used, it shall be filtered in conformity with the requirements of section GS 503.1j. GS 504 FUEL GAS PIPING EQUIPMENT AND SYSTEMS GS 504.1 General Requirements a--Fuel gas piping equipment and systems where provided shall be in conformity with the requirements of section GS 501. b--Any service connection supplying gas at a pressure in excess of 1 psi gage shall be provided with a device to reduce such pressure to not more than 1/2 psi gage prior to entering any space serving a fallout shelter. c--Undiluted liquefied petroleum gas in liquid form shall note be conveyed through piping equipment and systems in any space serving a fallout shelter. GS 505 HEATING GS 505-1 General Requirements a--Heating systems where provided shall be in conformity with the requirements of section GS 501. b--Fuel burning equipment shall be located only in spaces that are ventilated in an approved manner. GS 506 REFRIGERATION AND AIR CONDITIONING GS 506-1 General Requirements a--Mechanical refrigeration and air conditioning equipment where provided shall conform to the requirements of section GS 501, and shall be designed and installed so as not to be a potential source of hazard from excessive pressure or refrigerant leakage. b--Direct systems shall not be used for air conditioning purposes. GS 507 SPRINKLER AND STANDPIPE SYSTEMS GS 507-1 General Requirements a--Sprinkler and standpipe systems where provided shall conform to the requirements of section GS 501. b--Sprinklers and standpipes shall be controlled by a shut-off valve inside the fallout shelter or directly adjacent thereto. GS 508 ELECTRICAL WIRING AND EQUIPMENT GS 508-1 Electrical wiring and equipment shall conform to the requirements of section GS 501. GS 508-2 Lighting and Power GS 508-2.1 General Requirements a--Electric lighting shall be provided in fallout shelters. Electric power shall be provided where mechanical equipment is installed. b--Lighting and power shall be furnished through an independent electrical wiring system supplied from an auxiliary source. Where storage batteries are used as an auxiliary source, they shall be located in a service area and provisions shall be made to keep them fully charged when not being used. The system shall also be supplied from the building service and shall have provision in the fallout shelter to transfer from the building supply to the auxiliary source in the event of failure of the building supply. c--Lighting shall provide not less than 2 foot candles at floor level in sleeping areas, 5 foot candles at floor level in activity areas and 20 foot candles at desk level in areas used for administrative or medical work. d--The auxiliary source shall have a capacity and fuel supply sufficient to provide and maintain the total lighting and power load for a period of at least two weeks at not more than 9 per cent reduction from rated system voltage. e--Switches and controls shall be provided in a central location and shall be protected against unauthorized use. f--At least once a month, the complete system shall be tested for at least fifteen minutes with all power and lights energized. Records signed by the persons responsible for these tests shall be kept and shall be available for inspection. APPENDIX GENERALLY ACCEPTED STANDARDS for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters A generally accepted standard is defined in these Regulations as a specification, code, rule, guide or procedure in the field of construction, or related thereto, recognized and accepted as authoritative and as listed in "Generally Accepted Standards for Regulations Governing Construction, Maintenance and Use of Fallout Shelters applicable to Family Fallout Shelters." The standards are identified by symbols representing the name of the issuing or sponsoring organization or the general category of publications, the title of the standard, and its identification number, the last figures of which frequently indicate the year of issue. The names of the organizations, the abbreviations of their names, and the addresses where copies of the standards may be obtained, are listed herein. The standards are arranged to correspond with parts 1, 3, 4 and 5 of these Regulations, relating, in that order, to general provisions and shielding requirements, structural requirements, fire-safety requirements and equipment requirements. ISSUING ORGANIZATIONS ACI American Concrete Institute, P.O. Box 4754, Redford Station, Detroit, Michigan 48219 AGA American Gas Association Laboratories, 1032 East 62nd Street, Cleveland, Ohio 44103 APA American Plywood Association, Tacoma, Washington 98401 ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. 345 East 47th Street, New York, New York 10017 ASTM American Society for Testing and Materials, 1916 Race Street, Philadelphia 3, Pennsylvania AWPA American Wood Preservers' Association, Suite 710 1707 L Street, N. W., Washington, D. C. 20036 CS* Commercial Standards, U. S. Department of Commerce, National Bureau of Standards Office of Product Standards Washington, D. C. 20234 DA* Department of Agriculture Washington, D. C. 20250 DH Department of Health, New York State, 84 Holland Avenue, Albany, New York 12208 FS Federal Supply Service, Standardization Division General Services Administration, Washington, D.C. 20406 H* Handbooks, U. S. Department of Commerce, National Bureau of Standards, Washington, D. C. 20234 IC Industrial Code Rules, New York State Department of Labor, Business Administration Office, 80 Centre Street, New York, New York 10013 or New York State Department of Labor, Office of Administrative Director, Building 12, State Campus Albany, New York NFPA National Fire Protection Association, 60 Batterymarch Street, Boston, Massachusetts 02110 NFPAssn. National Forest Products Association, 1619 Massachusetts Avenue, N. W., Washington, D. C. 20036 NYSCDC New York State Civil Defense Commission, Public Security Building State Campus, Albany, New York 12226 OCD Office of Civil Defense, Department of Defense, The Pentagon, Washington, D. C. SBCC State Building Code Council, 393 Seventh Avenue, New York, New York 10001 SPR* Simplified Practice Recommendations, U. S. Department of Commerce National Bureau of Standards Office of Product Standards Washington, D. C. 20234 H* Handbooks, U.S. Department of Commerce, National Bureau of Standards, Washington, D.C. 20234 IC Industrial Code Rules, New York State Department of Labor, Business Administration Office, 80 Centre Street, New York, New York 10013 or New York State Department of Labor, Office of Administrative Director, Building 12, State Campus Albany, New York 12226 NBBPVI National Board of Boiler and Pressure Vessel Inspectors, 1155 North High Street, Columbus, Ohio 43201 NFPA National Fire Protection Association 60 Batterymarch Street, Boston, Massachusetts 02110 NFPAssn. National Forest Products Association, 1619 Massachusetts Avenue, N.W., Washington, D.C. 20036 NYSCDC New York State Civil Defense Commission, Public Security Building State Campus, Albany, New York 12226 OCD Office of Civil Defense, Department of Defense, The Pentagon, Washington, D.C. SBCC State Building Code Council, 393 Seventh Avenue, New York, New York 10001 SJI Steel Joist Institute, 1346 Connecticut Avenue, N.W., Washington, D.C. 20036 SPR* Simplified Practice Recommendations, U.S. Department of Commerce National Bureau of Standards Office of Product Standards Washington, D.C. 20234 ULI Underwriters' Laboratories, Inc. 207 East Ohio Street, Chicago, Illinois 60611 or Walt Whitman Road, Melville, New York 11749 or 1655 Scott Blvd., Santa Clara, California 95050 USASI United States of America Standards Institute 10 East 40 Street, New York, New York 10016 ____ * Standards are obtainable from the Superintendent of Documents, U. S. Government Printing Office, Washington, D. C. 20402. PART 1 Generally Accepted Standards Applicable to General Provisions and Shielding SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code SHIELDING REQUIREMENTS NYSCDC & OCD, Design & Review of Structures for Protection from Fallout Gamma Radiation, 1961 OCD, Shelter Design and Analysis, TR-20, Vol. 1, Fallout Protection, 1964 SAFETY DURING CONSTRUCTION AND DEMOLITION IC, Protection of Persons Employed in Construction and Demolition Work, Industrial Code Rule No. 23, 1962 with 1963 amendments PART 2 Generally Accepted Standards Applicable to Space Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code PART 3 Generally Accepted Standards Applicable to Structural Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code ALUMINUM AA, Aluminum Construction Manual, Part 4, Standards and Specifications, pages 227 to 302 inclusive, August 1959 CONCRETE AND CONCRETE UNITS ACI, Building Code Requirements for Reinforced Concrete, ACI 318-63 ACI, Minimum Standard Requirements for Precast Concrete Floor and Roof Units, ACI 711-58 FOUNDATIONS AND PILES USASI, Building Code Requirements for Excavations and Foundations, A56.1-1952, excluding Section 5-1.3(f), note 5 ASCE, Timber Piles and Construction Timbers, Manual of Engineering Practice, No. 17, 1939 ASCE, Pile Foundations and Pile Structures, Manual of Engineering Practice, No. 27, 1946 MASONRY MATERIALS USASI, Building Code Requirements for Masonry, A41.1-1953 ASTM, Specifications for Quicklime for Structural Purposes, C 5-59 ASTM, Specifications for Natural Cement, C 10-64 ASTM, Specifications for Gypsum, C 22-50 ASTM, Specifications for Concrete Aggregates, C 33-64 ASTM, Specifications for Structural Clay Load-Bearing Wall Tile, C 34-62 ASTM, Specifications for Gypsum Partition Tile or Block, C 52-54 ASTM, Specifications for Concrete Building Brick, C 55-64T (Tentative) ASTM, Specifications for Structural Clay Non-Load-Bearing Tile C 56-62 ASTM, Specifications for Building Brick (Solid Masonry Units from Clay or Shale), C 62-62 ASTM, Specifications for Sand-Lime Building Brick, C 73-51 ASTM, Specifications for Hollow Load-Bearing Concrete Masonry Units, C 90-64T (Tentative) ASTM, Specifications for Masonry Cement, C 91-65 ASTM, Specifications for Ready-Mixed Concrete, C 94-65 ASTM, Specifications for Hollow Non-Load-Bearing Concrete Masonry Units, C 129-64T (Tentative) ASTM, Specifications for Hydraulic Hydrated Lime for Structural Purposes, C 141-61 ASTM, Specifications for Aggregate for Masonry Mortar, C 144-62T (Tentative) ASTM, Specifications for Solid Load-Bearing Concrete Masonry Units, C 145-64T (Tentative) ASTM, Specifications for Portland Cement, C 150-65T ASTM, Specifications for Air-Entraining Portland Cement, C 175-65 ASTM, Specifications for Portland Blast Furnace Cement, C 205-64T (Tentative) ASTM, Specifications for Hydrated Lime for Masonry Purposes, C 207-49 ASTM, Specifications for Mortar for Unit Masonry, C 270-64T (Tentative) ASTM, Specifications for Lightweight Aggregates for Structural Concrete, C 330-64T (Tentative) STEEL AND IRON Reinforcement for Concrete Reinforcement (ASTM Specifications) as listed in Building Code Requirements for Reinforced Concrete, ACI 318-63, Sections 405 and 410 Structural Steel and Iron AISC, Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, adopted April, 1963 AISC, Specifications for Structural Joints using ASTM-A325 or A 490 Bolts, Approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation, September, 1966 ASTM, Specification for Welded and Seamless Steel Pipe, A 53-65 ASTM, Specifications for Welded Wrought-Iron Pipe, A 72-63T (Tentative) ASTM, Specifications for Welded and Seamless Steel Pipe Piles, A 252-63T (Tentative) SJI, Standard Specifications and Load Tables--Open Web Steel Joists, 1965 WOOD APA, Fir Plywood Technical Data Handbook, 1948, with revisions to 1963 inclusive ASTM, Methods for Establishing Structural Grades of Lumber, D 245-64T (Tentative) ASTM, Methods of Conducting Strength Tests of Panels for Building Construction, E 72-61 CS, Hardwood Plywood, CS 35-61 CS, Douglas Fir Plywood, CS 45-60 with amendments to 1965 CS, Western Softwood Plywood, CS 122-60 with amendments to 1965 CS, Structural Glued Laminated Timber, CS 253-63 CS, Southern Pine Plywood CS 259-63 with amendments to February 1966 NFPAssn. National Design Specification for Stress-Grade Lumber and Its Fastenings, 1962 NFPAssn. Working Stresses for Stress-Grade Lumber, Supplement No. 1, 1962, to Wood Structural Design Data, Vol. 1, 1957 NFPAssn. Heavy Timber Construction Details, Wood Construction Data No. 5, 1961 Wood Treatment DA, Subterranean Termites, Their Prevention and Control in Buildings, Home and Garden Bulletin No. 64, January 1960 FS, Primer, Paint, Exterior (Undercoat for Wood, Ready-Mixed, White and Tints), TT-P-25a(1), 1951 FS, Wood Preservative; Treating Practices, TT-W-571g(1), 1962 (AWPA specifications and instructions are referenced) PART 4 Generally Accepted Standards Applicable to Fire Safety Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code PART 5 Generally Accepted Standards Applicable to Structural Requirements SBCC, State Building Construction Code SBCC, Code Manual applicable to State Building Construction Code CHIMNEYS, FLUES AND GASVENTS USASI, Sizes of Clay Flue Linings, A62.4-1947 ELECTRICAL WIRING AND EQUIPMENT USASI, National Electrical Code, C1-1965 (NFPA No. 70, 1965) H, National Electrical Safety Code, NBS Handbook H 30, 1948, excluding Part 2, (Fifth edition) H, Safety Rules for the Installation and Maintenance of Electric Supply and Communications Lines, NBS Handbook 81, 1961 ULI, Electrical Applicance and Utilization Equipment List, 1966 ULI, Electrical Construction Materials List, 1966 FIRE PROTECTION EQUIPMENT AFM, Approved Equipment for Industrial Fire Protection, 1966-1967 AFM, Installing Sprinkler Equipment, Loss Prevention Bulletin 20.00, 1954, with 1960 revisions IC, Rule Relating to Automatic Sprinkler Systems, Industrial Code Rule No. 20, 1956 NFPA, Foam Extinguishing Systems, No. 11, 1963 NFPA, Carbon Dioxide Extinguishing Systems, No. 12, 1966 NFPA, Sprinkler Systems, No. 13, 1966 NFPA, Standpipe and Hose Systems, No. 14, 1963 NFPA, Water Spray Systems for Fire Protection, No. 15, 1962 NFPA, Centrifugal Fire Pumps, No. 20, 1966 ULI, Fire Protection Equipment List, 1966 GASES Liquefied Petroleum Gas USASI, Storage and Handling of Liquefied Petroleum Gases, Z106.1-1965 (NFPA No. 58, 1965) ASME, Rules for Construction of Unfired Pressure Vessels, Section VIII, ASME, Boiler and Pressure Vessel Code; 1965, with 1965 addendum Other Hazardous Gases NFPA, Oxygen-Fuel Gas Systems for Welding and Cutting, No. 51, 1964 NFPA, Flammable Anesthetics, No. 56, 1965 NFPA, Nonflammable Medical Gas Systems No. 565, 1962 NFPA, Bulk Oxygen Systems at Consumer Sites, No. 566, 1965 HEATING, VENTILATING, REFRIGERATION AND AIR CONDITIONING General Design and Installation USASI, Safety Code for Mechanical Refrigeration, B9.1-1964 ASHRAE, Guide and Data Book: Applications, 1964, Sections 1, 2, 4 and 10 ASHRAE, Fundamentals and Equipment for 1965 and 1966 NFPA, Air Conditioning and Ventilating Systems of Other than Residence Type, No. 90A, 1966 NFPA, Residence Type Warm Air Heating and Air Conditioning Systems No. 90B, 1965 SPR, Pipes, Ducts, and Fittings for Warm Air Heating and Air Conditioning Systems, R207-60 ULI, Electrical Appliance and Utilization Equipment List, 1966 Boilers, Furnaces, and Central Systems USASI, Approval Requirements for Central Heating Gas Appliances: Gas-Fired Steam and Hot Water Boilers, Z21.13-1964, with Addenda Z21.13a-1965 Gas-Fired Duct Furnaces, Z21.34-1964, with Addenda Z21.34a-1965 Gas-Fired Gravity and Forced Air Furnaces, Z21.47-1964, with Addenda Z21.47a-1965 Gas-Fired Gravity and Fan Type Floor Furnaces, Z21.48-1964, with Addenda Z21.48a-1965 Gas-Fired Gravity and Fan Type Vented Wall Furnaces, Z21.49-1964, with Addenda Z21.49a-1965 ASME, Boiler and Pressure Vessel Code; 1965, with 1965 Addendum Section I, Rules for Construction of Power Boilers Section IV, Rules for Construction of Low-Pressure Heating Boilers Section VIII, Rules for Construction of Unfired Pressure Vessels CS, Warm Air Furnaces Equipped with Vaporizing-Type Oil Burners, CS 104-63 CS, Solid-Fuel-Burning Forced-Air Furnaces, CS 109-44 IC, Boilers, Industrial Code Rule No. 4, Effective March 31, 1965 IC, Construction, Installation, Inspection and Maintenance of Steam Boilers, Industrial Code Rule No. 14, effective November 18, 1958 SPR, Steel Firebox Boilers and Steel Heating Boilers (Commercial and Residential Types) R157-50 ULI, Gas and Oil Equipment List, 1965 Gas-Fired Equipment (See also Piping Equipment and Systems) AGA, Directory of Approved Appliances and Listed Accessories, July, 1966 USASI, Requirements for Installation of Gas-Burning Equipment in Large Boilers, Z21.33-1590, Reaffirmed 1956 USASI, Installation of Gas Appliances and Gas Piping, Z21.30-1964 (NFPA No. 54, 1964) Miscellaneous Heating & Equipment NBBPVI, Relieving Capacity of Safety Valves and Relief Valves Approved by the National Board, 1966 Oil-Fired Equipment CS, Automatic Mechanical-Draft Oil Burners Designed for Domestic Installation, CS 75-56 CS, Flue-Connected Oil-Burning Space Heaters and Recessed Heaters with Vaporizing Pot-Type Burners, CS 101-63 CS, Oil-Burning Floor Furnaces Equipped with Vaporizing Pot-Type Burners, CS 113-63 CS, Warm-Air Furnace--Burner Units Equipped With Pressure-Atomizing or Rotary-Type Oil Burners, CS 195-60 ULI, Gas and Oil Equipment List, 1965 USASI, Oil-Burning Equipment, Z95.1-1965 (NFPA No. 31, 1965) PIPING EQUIPMENT AND SYSTEMS USASI, Installation of Gas Appliances and Gas Piping, Z21.30-1964 (NFPA, No. 54, 1964) PLUMBING General Design and Installation DH, Minimum Requirements for Plumbing recommended by Department of Health, State of New York, Bulletin No. 23 Drinking Water Supplies DH, Drinking Water Supplies, Part 5, State Sanitary Code Tanks, Water Supply AWWA, Standard Specifications for Steel Tanks, Standpipes, Reservoirs, and Elevated Tanks for Water Storage, D100-1965 |
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