Chapter 16 — STRUCTURAL DESIGN
Section 1607 — LIVE LOADS
2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California
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1607.1 General. ¶
1607.1 General. Buildings, structures, and parts thereof shall be designed to resist the effects of live loads. TABLE 1607.1—MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L, AND MINIMUM CONCENTRATED LIVE LOADS<br0Col2Col3Col4Col5Col6 ------------------ OCCUPANCY OR USEOCCUPANCY OR USEOCCUPANCY OR USEUNIFORM<br(psf)CONCENTRATE<brD (pounds)ALSO SEE<brSECTION 1.Apartments (see residential)Apartments (see residential)——— 2.Access floor systemsOffice use502,000— 2.Access floor systemsComputer use1002,000— 3.Armories and drill roomsArmories and drill rooms150a—— 4.Assembly areasFixed seats (fastened to…
1607.2 Loads not specified. ¶
1607.2 Loads not specified. For occupancies or uses not designated in Section 1607, the live load shall be determined in accordance with a method approved by the building official.
1607.3 Uniform live loads. ¶
1607.3 Uniform live loads. The live loads used in the design of buildings and other structures shall be the maximum loads expected by the intended use or occupancy but shall not be less than the minimum uniformly distributed live loads given in Table 1607.1. Live loads acting on a sloping surface shall be assumed to act vertically on the horizontal projection of that surface. 1607.3.1 Partial loading of floors. Where uniform floor live loads are involved in the design of structural members arranged so as to create continuity, the minimum applied loads shall be the full dead loads on all spans…
1607.4 Concentrated live loads. ¶
1607.4 Concentrated live loads. Floors, roofs and other similar surfaces shall be designed to support the uniformly distributed live loads prescribed in Section 1607.3 or the concentrated live loads, given in Table 1607.1, whichever produces the greater load effects. Unless otherwise specified, the indicated concentrated load shall be assumed to be uniformly distributed over an area of 2 [1] / 2 feet by 2 [1] / 2 feet (762 mm by 762 mm) and shall be located so as to produce the maximum load effects in the structural members.
1607.5 Partition loads. ¶
1607.5 Partition loads. In office buildings and in other buildings where partition locations are subject to change, provisions for partition weight shall be made, whether or not partitions are shown on the construction documents. The partition load shall be not less than a live load of 15 pounds per square foot (0.72 kN/m [2] ) and live load reductions in accordance with Section 1607.13 are not permitted to be applied to the partition loads. Exception: A partition live load is not required where the minimum specified live load is 80 pounds per square foot (3.83 kN/m [2] ) or greater.
1607.6 Helipads. ¶
1607.6 Helipads. Helipads shall be marked to indicate the maximum takeoff weight. The takeoff weight limitation shall be indicated in units of thousands of pounds and placed in a box that is located in the bottom right corner of the landing area as viewed from the primary approach path. The box shall be not less than 5 feet (1524 mm) in height. 1607.6.1 Concentrated loads. Helipads shall be designed for the following concentrated live loads: 1. A single concentrated live load, L, of 3,000 pounds (13.35 kN) applied over an area of 4.5 inches by 4.5 inches (114 mm by 114 mm) and located so as…
1607.7 Passenger vehicle garages. ¶
1607.7 Passenger vehicle garages. Floors in garages and portions of a building used for the storage of motor vehicles shall be designed for the uniformly distributed live loads indicated in Table 1607.1 or the following concentrated load: 1. For garages restricted to passenger vehicles accommodating not more than nine passengers, 3,000 pounds (13.35 kN) acting on an area of 4.5 inches by 4.5 inches (114 mm by 114 mm). 2. For mechanical parking structures without slab or deck that are used for storing passenger vehicles only, 2,250 pounds (10 kN) per wheel.
1607.8 Heavy vehicle loads. ¶
1607.8 Heavy vehicle loads. Floors and other surfaces that are intended to support vehicle loads greater than a 10,000-pound (4536 kg) gross vehicle weight rating shall comply with Sections 1607.8.1 through 1607.8.5. 1607.8.1 Loads. Where any structure does not restrict access for vehicles that exceed a 10,000-pound (4536 kg) gross vehicle weight rating, those portions of the structure subject to such loads shall be designed using the vehicular live loads, including consideration of impact and fatigue, in accordance with the codes and specifications required by the jurisdiction having…
1607.9 Loads on handrails, guards, grab bars , shower seats, dressing room bench and seats. ¶
1607.9 Loads on handrails, guards, grab bars , shower seats, dressing room bench and seats. Handrails and guards shall be designed and constructed for the structural loading conditions set forth in Section 1607.9.1. Grab bars, shower seats and accessible benches shall be designed and constructed for the structural loading conditions set forth in Section 1607.9.2. 1607.9.1 Concentrated load. Handrails and guards shall be designed to resist a concentrated load of 200 pounds (0.89 kN) in accordance with Section 4.5.1 of ASCE 7. Glass handrail assemblies and guards shall comply with Section 2407.…
1607.10 Fixed ladders. ¶
1607.10 Fixed ladders. Fixed ladders with rungs shall be designed to resist a single concentrated load of 300 pounds (1.33 kN) in accordance with Section 4.5.4 of ASCE 7. Where rails of fixed ladders extend above a floor or platform at the top of the ladder, each side rail extension shall be designed to resist a single concentrated load of 100 pounds (0.445 kN) in accordance with Section 4.5.4 of ASCE 7. Ship’s ladders shall be designed to resist the stair loads given in Table 1607.1.
1607.11 Vehicle barriers. ¶
1607.11 Vehicle barriers. Vehicle barriers for passenger vehicles shall be designed to resist a concentrated load of 6,000 pounds (26.70 kN) in accordance with Section 4.5.3 of ASCE 7. Garages accommodating trucks and buses shall be designed in accordance with an approved method that contains provisions for traffic railings.
1607.12 Impact loads. ¶
1607.12 Impact loads. The live loads specified in Sections 1607.3 through 1607.11 shall be assumed to include adequate allowance for ordinary impact conditions. Provisions shall be made in the structural design for uses and loads that involve unusual vibration and impact forces. 1607.12.1 Elevators. Members, elements and components subject to dynamic loads from elevators shall be designed for impact loads and deflection limits prescribed by ASME A17.1/CSA B44. 1607.12.2 Machinery. For the purpose of design, the weight of machinery and moving loads shall be increased as follows to allow for…
1607.13 Reduction in uniform live loads. ¶
1607.13 Reduction in uniform live loads. Except for uniform roof live loads, all other minimum uniformly distributed live loads, L o, in Table 1607.1 are permitted to be reduced in accordance with Section 1607.13.1 or 1607.13.2. Uniform roof live loads are permitted to be reduced in accordance with Section 1607.14. 1607.13.1 Basic uniform live load reduction. Subject to the limitations of Sections 1607.13.1.1 through 1607.13.1.3 and Table 1607.1, members for which a value of K LL A T is 400 square feet (37.16 m [2] ) or more are permitted to be designed for a reduced uniformly distributed…
1607.14 Reduction in uniform roof live loads. ¶
1607.14 Reduction in uniform roof live loads. The minimum uniformly distributed live loads of roofs, marquees and canopies, L o, in Table 1607.1 are permitted to be reduced in accordance with Section 1607.14.1. 1607.14.1 Ordinary roofs, awnings and canopies. Ordinary flat, pitched and curved roofs, and awnings and canopies other than of fabric construction supported by a skeleton structure, are permitted to be designed for a reduced uniformly distributed roof live load, L r, as specified in the following equations or other controlling combinations of loads as specified in Section 1605,…
1607.15 Crane loads. ¶
1607.15 Crane loads. The crane live load shall be the rated capacity of the crane. Design loads for the runway beams, including connections and support brackets, of moving bridge cranes and monorail cranes shall be in accordance with Section 4.9 of ASCE 7.
1607.16 Interior walls and partitions. ¶
1607.16 Interior walls and partitions. Interior walls and partitions that exceed 6 feet (1829 mm) in height, including their finish materials, shall have adequate strength and stiffness to resist the loads to which they are subjected but not less than a horizontal load of 5 psf (0.240 kN/m [2] ). 1607.16.1 Fabric partitions. Fabric partitions that exceed 6 feet (1829 mm) in height, including their finish materials, shall have adequate strength and stiffness to resist the following load conditions: 1. The horizontal distributed load need only be applied to the partition framing. The total area…
1607.17 Library stack rooms. ¶
1607.17 Library stack rooms. The live loading indicated in Table 1607.1 for library stack rooms applies to stack room floors that support nonmobile, double-faced library book stacks, subject to the following limitations: 1. The nominal book stack unit height shall not exceed 90 inches (2290 mm). 2. The nominal shelf depth shall not exceed 12 inches (305 mm) for each face. 3. Parallel rows of double-faced book stacks shall be separated by aisles not less than 36 inches (914 mm) in width.
1607.18 Seating for assembly uses. ¶
1607.18 Seating for assembly uses. Bleachers, folding and telescopic seating and grandstands shall be designed for the loads specified in ICC 300. Stadiums and arenas with fixed seats shall be designed for the horizontal sway loads in Section 1607.18.1. 1607.18.1 Horizontal sway loads. The design of stadiums and arenas with fixed seats shall include horizontal swaying forces applied to each row of seats as follows: 1. 24 pounds per linear foot (0.35 kN/m) of seat applied in a direction parallel to each row of seats. 2. 10 pounds per linear foot (0.15 kN/m) of seat applied in a direction…
1607.19 Sidewalks, vehicular driveways, and yards subject to trucking. ¶
1607.19 Sidewalks, vehicular driveways, and yards subject to trucking. The live loading indicated in Table 1607.1 for sidewalks, vehicular driveways, and yards subject to trucking shall comply with the requirements of this section. 1607.19.1 Uniform loads. In addition to the loads indicated in Table 1607.1, other uniform loads in accordance with an approved method that contains provisions for truck loading shall be considered where appropriate. 1607.19.2 Concentrated loads. The concentrated wheel load indicated in Table 1607.1 shall be applied on an area of 4 [1] / 2 inches by 4 [1] / 2…
1607.20 Stair treads. ¶
1607.20 Stair treads. The concentrated load indicated in Table 1607.1 for stair treads shall be applied on an area of 2 inches by 2 inches (51 mm by 51 mm). This load need not be assumed to act concurrently with the uniform load.
1607.21 Residential attics. ¶
1607.21 Residential attics. The live loads indicated in Table 1607.1 for attics in residential occupancies shall comply with the requirements of this section. 1607.21.1 Uninhabitable attics without storage. In residential occupancies, uninhabitable attic areas without storage are those where the maximum clear height between the joists and rafters is less than 42 inches (1067 mm), or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches (1067 mm) in height by 24 inches (610 mm) in width, or greater, within the plane of…