Code Requirements for Test and Assemblies
The fire-resistance rating of structural members and assemblies
shall comply with the requirements for the type of construction
and shall not be less than the rating required for the
fire-resistance-rated assemblies supported. Exception: Fire
barriers, fire partitions and smoke barriers
as provided in Sections 706.5, 708.4 and 709.4, respectively.
714.2 Protection of structural members. Protection of columns,
girders, trusses, beams, lintels or other structural members
that are required to have a fire-resistance rating shall comply
with this section.
Columns, girders, trusses,
beams, lintels or other structural members that are required to
have a fire-resistance rating and that support more than two
floors or one floor and roof, or support a load-bearing wall or
a nonload-bearing wall more than two stories high, shall be
individually protected on all sides for the full length with
materials having the required fire-resistance rating. Other
structural members required to have a fire-resistance rating
shall be protected by individual encasement, by a membrane or
ceiling protection as specified in Section 711, or by a
combination of both. Columns shall also comply
with Section 714.2.2. 714.2.1.1 Membrane protection. King studs
and
boundary elements that are integral elements in load-bearing
walls of light-framed construction shall be permitted to have
required fire-resistance ratings provided by the membrane
protection provided for the load-bearing wall.
The required thickness and
construction of fire-resistance-rated assemblies enclosing
trusses shall be based on the results of full-scale tests or
combinations of tests on truss components or on approved
calculations based on such tests that satisfactorily demonstrate
that the assembly has the required fire resistance. 714.2.4
Attachments to structural members. The edges of lugs, brackets,
rivets and bolt heads attached to structural members shall be
permitted to extend to within 1 inch (25 mm) of the surface of
the fire protection. 714.2.5 Reinforcing. Thickness of
protection for concrete or masonry reinforcement shall be
measured to the outside of the reinforcement except that
stirrups and spiral reinforcement ties are permitted to project
not more than 0.5-inch (12.7 mm) into the protection.
1. As required by Table 601 for the type of building element
based on the type of construction of the building;
2. As required by Table 601 for exterior bearing walls
based on the type of construction; and
3. As required by Table 602 for exterior walls based on the
fire separation distance.
UBC 26-2, Thermal Barrier
- Foam Insulation
- Gypsum
- Wood
ASTM E 119, 1 Hr Wall System
- Wood Wall Assembly
- Gypsum Wall Assembly
- Stucco Exterior Wall Assembly
ASTM E 119, 1 Hr Ceiling System
- Roof/Ceiling Assembly
- Floor/Ceiling Assembly
- Craw Space Floor/Ceiling Assembly
ASTM E 119, Structural Steel Ratings
- Up to 4 hour ratings
- Exterior Applications
- Steel Bar Joists
- Steel Beams
- Steel Columns
- Metal Roof Decking
- LP Gas Frame Structures
ASTM E 119, 2 Hr Wall System
- GP Dens Glass System
- Gypsum Wall Structure
- Metal Wall Assembly
ASTM E 119, 2 Hr Ceiling System
- Wood Assembly
- Gypsum Assembly
- Metal Decking Assembly
ASTM E 84, Fire Retardant Wood
- Class "A" Fire Retardant
ASTM E 84 - Extended, Fire Retardant Wood
- 30 Minute Class "A" Rating
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