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Prior Chicago Building Code
BUILDING CODE AND RELATED EXCERPTS OF THE MUNICIPAL CODE OF CHICAGO
DIVISION 1 - ADMINISTRATION
DIVISION 2 - DEFINITIONS
DIVISION 3 - USE AND OCCUPANCY CLASSIFICATIONS
Subdivision 302 - Classification
Subdivision 303 - Assembly
Subdivision 304 - Business
Subdivision 306 - Factory
Subdivision 307 - High-Hazard
Subdivision 308 - Institutional
Subdivision 309 - Mercantile
Subdivision 310 - Residential
Subdivision 311 - Storage
Subdivision 312 - Utility and Miscellaneous
CHAPTER 13-96 MISCELLANEOUS BUILDINGS AND STRUCTURES
ARTICLE I. OUTDOOR SIGNS (13-96-010 et seq.)
ARTICLE II. ELECTRIC SIGNS AND SIGNBOARDS (13-96-090 et seq.)
ARTICLE III. COAL POCKETS (13-96-100 et seq.)
ARTICLE IV. FENCES (13-96-120 et seq.)
ARTICLE V. FIRE STATIONS (13-96-170 et seq.)
ARTICLE VI. POLICE STATIONS (13-96-210 et seq.)
ARTICLE VII. PRIVATE GARAGES AND CARPORTS (13-96-250 et seq.)
ARTICLE VIII. ROUNDHOUSES (13-96-300 et seq.)
ARTICLE IX. CARBARNS (13-96-340 et seq.)
ARTICLE X. SHEDS AND SHELTER SHEDS (13-96-380 et seq.)
ARTICLE XI. TANKS (13-96-415 et seq.)
ARTICLE XII. COOLING TOWERS (13-96-430 et seq.)
ARTICLE XIII. TENTS (13-96-470 et seq.)
ARTICLE XIV. GASOLINE FILLING STATIONS (13-96-510 et seq.)
ARTICLE XV. GREENHOUSES (13-96-570 et seq.)
ARTICLE XVI. TEMPORARY PLATFORMS (13-96-610 et seq.)
ARTICLE XVII. PRIVATE RESIDENTIAL SWIMMING POOLS (13-96-620 et seq.)
ARTICLE XVIII. EXPOSED METAL STRUCTURES (13-96-820 et seq.)
ARTICLE XIX. PARKING FACILITIES (13-96-880 et seq.)
ARTICLE XX. FAMILY FALLOUT SHELTERS (13-96-1040 et seq.)
ARTICLE XXI. PUBLIC UTILITY STRUCTURES (13-96-1080 et seq.)
ARTICLE XXII. SHOOTING RANGES (13-96-1130 et seq.)
DIVISION 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
DIVISION 5 - GENERAL BUILDING HEIGHTS AND AREAS
DIVISION 6 - TYPES OF CONSTRUCTION
DIVISION 7 - FIRE-RESISTANCE-RATED CONSTRUCTION
DIVISION 8 - INTERIOR FINISHES (NA)
DIVISION 9 - FIRE PROTECTION SYSTEMS
DIVISION 10 - MEANS OF EGRESS
DIVISION 11 - ACCESSIBILITY
DIVISION 12 - INTERIOR ENVIRONMENT
DIVISION 13 - ENERGY EFFICIENCY AND ENVIRONMENTAL PROTECTION
DIVISION 14 - EXTERIOR WALLS (NA)
DIVISION 15 - ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (NA)
DIVISION 16 - STRUCTURAL DESIGN
DIVISION 17 - STRUCTURAL TESTS AND SPECIAL INSPECTIONS
DIVISION 18 - SOILS AND FOUNDATIONS
DIVISION 19 - CONCRETE
DIVISION 20 - ALUMINUM (NA)
DIVISION 21 - MASONRY
DIVISION 22 - STEEL
DIVISION 23 - WOOD
DIVISION 24 - GLASS AND GLAZING (NA)
DIVISION 25 - GYPSUM BOARD AND PLASTER (NA)
DIVISION 26 - PLASTIC (NA)
DIVISION 27 - ELECTRICAL
DIVISION 28 - MECHANICAL SYSTEMS
DIVISION 29 - PLUMBING SYSTEMS
DIVISION 30 - ELEVATORS AND CONVEYING SYSTEMS
DIVISION 31 - SPECIAL CONSTRUCTION (NA)
DIVISION 32 - ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
DIVISION 33 - SAFEGUARDS DURING CONSTRUCTION
DIVISION 34 - EXISTING STRUCTURES
DIVISION 35 - REFERENCED STANDARDS

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13-96-680  Construction materials.
   Private residential swimming pools walls and floor shall be constructed of any impervious material which will provide a tight tank with white or light colored finished easily cleaned surfaces. The side and end walls shall be vertical and shall present a smooth finish. The floor or bottom surface of the pool shall have a nonslip finish as smooth as possible.
(Prior code § 61-18.6)
13-96-690  Structural design.
   The structure, design and construction of residential swimming pools shall comply with the requirements of Chapters 13-52, 13-120, 13-124, 13-132, 13-136, 13-140, 13-144 and 13-148, inclusive, of this Code.
   (Pools shall be designed to withstand the water pressure from within and to resist the pressure of the earth when the pool is empty). The slope of the bottom of any part of a pool in which the water is less than five feet in depth shall not be more than one foot in each 15 feet. The maximum slope where water is five feet or more in depth shall not exceed one foot in three feet.
(Prior code § 61-18.7)
13-96-700  Walk areas.
   Unobstructed walk areas not less than six feet wide shall be provided to extend entirely around the pool. The walk area shall be constructed of impervious material, and the surfaces shall be such as to be smooth and easily cleaned and of nonslip construction. The slope of the walks shall have a pitch of at least one-fourth inch to the foot, designed so as to prevent back drainage from entering the pool. Walk drains shall be provided for each 100 square feet of walk area. Drain pipe lines shall be at least three inches in diameter; drain openings shall have an open air of at least four times the cross sectional area of the drain pipe. The walk drain system shall have indirect connection to the sewer in accordance with Chapter 18-29 of this Code. The walk drains shall not be connected to the recirculation system piping. The drainage system shall be constructed in conformance with Chapter 18-29 of this Code. Reference is also made to Section 13-96-770(c).
(Prior code § 61-18.8; Amend Coun. J. 11-9-16, p. 36266, § 20)
13-96-710  Fences.
   All private residential swimming pools shall be completely enclosed by a fence erected along the periphery of the pool walks. All fence openings or points of entry into pool area enclosure shall be equipped with gates. The fence and gates shall be five feet in height above the walk grade level and shall be constructed of a minimum Number 9 gauge woven wire mesh corrosion-resistant material. All gates shall be equipped with self-closing and self-latching devices placed at the top of the gate and made inaccessible to small children. All fence posts shall be decay or corrosion-resistant and shall be set in concrete bases.
(Prior code § 61-18.9)
13-96-720  Steps or ladders.
   Two or more means of egress in the form of steps, ladders or step holes shall be provided for all private residential swimming pools. At least one such means of egress shall be located on a side of the pool at both the deep end and shallow end of the pool. Treads of steps, ladders, or step holes shall be constructed of nonslip material and at least three inches wide for their full length. Steps, ladders or step holes shall have a handrail on both sides.
(Prior code § 61-18.10)
13-96-730  Overflow gutters.
   Private residential swimming pools shall be provided with overflow gutters on all vertical walls and shall extend around the entire perimeter of the pool. The overflow gutter shall be of the open, roll-over, or semi- recessed type, having a smooth finish. The lip or overflow gutter edge shall be level; the overflow gutter shall have a minimum depth of four inches; the overflow gutter bottom shall have a slope toward each drain and have a pitch of not less than one-quarter of an inch to the foot; drain spacings shall be a minimum of 15 feet on centers; drain pipelines shall be at least three inches in diameter; outlet fixtures shall have a grate opening area of at least twice the cross sectional area of the drain pipe; the drain lines shall have an indirect connection to the sewer in accordance with Chapter 18-29 of this Code. The drainage system shall be constructed in conformance with the provisions of Chapter 18-29 of this Code. Reference is also made to Section 13-96-770(c).
(Prior code § 61-18.11; Amend Coun. J. 11-9-16, p. 36266, § 20)
13-96-740  Water supply.
   No source of water other than that secured from the City of Chicago water works distribution system shall be used in private residential swimming pools.
(Prior code § 61-18.12)
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