Laserfiche WebLink
' FIRE AND SMOKE PROTECTION FEATURES <br /> fire-resistant joint system designed to resist the passage of time period at least equal to the fire-resistance rating of the <br /> fire for a time period not less than the required fire-resistance floor assembly. Height and fire-resistance requirements for <br /> I�• rating of the wall, floor or roof in or between which it is curtain wall spandrels shall comply with Section 705.8.5. <br /> installed. Fire-resistant joint systems shall be tested in accor- Exception: Voids created at the intersection of the exte- <br /> I <br /> dance with Section 715.3. rior curtain wall assemblies and such floor assemblies <br /> Exception: Fire-resistant joint systems shall not be where the vision glass extends to the finished floor level <br /> required for joints in all of the following locations: shall be permitted to be sealed with an approved material <br /> 1. Floors within a single dwelling unit. to prevent the interior spread of fire.Such material shall be <br /> securely installed and capable of preventing the passage of <br /> 2. Floors where the joint is protected by a shaft enclo- flame and hot gases sufficient to ignite cotton waste where <br /> sure in accordance with Section 713. subjected to ASTM E 119 time-temperature fire condi- <br /> 3. Floors within atriums where the space adjacent to tions under a minimum positive pressure differential of <br /> the atrium is included in the volume of the atrium 0.01 inch (0.254 mm) of water column (2.5 Pa) for the <br /> for smoke control purposes. time period at least equal to the fire-resistance rating of <br /> 4. Floors within malls. the floor assembly. <br /> 715.4.1 Exterior curtain wall/nonfire-resistance-rated <br /> 5. Floors and ramps within open and enclosed parking floor assembly intersections. Voids created at the inter- <br /> garages or structures constructed in accordance with section of exterior curtain wall assemblies and nonlife- <br /> Sections 406.5 and 406.6,respectively. resistance-rated floor or floor/ceiling assemblies shall be <br /> 6. Mezzanine floors. sealed with an approved material or system to retard the <br /> 7. Walls that are permitted to have unprotected open- interior spread of fire and hot gases between stories. <br /> ings. 715.5 Spandrel wall.Height and fire-resistance requirements <br /> S. Roofs where openings are permitted. for curtain wall spandrels shall comply with Section 705.8.5. <br /> Where Section 705.8.5 does not require a fire-resistance- <br /> 9. Control joints not exceeding a maximum width of rated spandrel wall, the requirements of Section 715.4 shall <br /> 0.625 inch(15.9 mm) and tested in accordance with still apply to the intersection between the spandrel wall and <br /> ASTM E 119 or UL 263. the floor. <br /> 715.1.1 Curtain wall assembly. The void created at the 715.6 Fire-resistant joint systems in smoke barriers.Fire- <br /> t intersection of a floor/ceiling assembly and an exterior resistant joint systems in smoke barriers, and joints at the <br /> curtain wall assembly shall be protected in accordance intersection of a horizontal smoke barrier and an exterior cur- <br /> with Section 715.4. tainwall, shall be tested in accordance with the requirements <br /> 715.2 Installation. A fire-resistant joint system shall be of UL 2079 for air leakage. The L rating of the joint system <br /> securely installed in accordance with the listing criteria in or shall not exceed 5 cfm per linear foot (0.00775 m3/s m) of <br /> on the joint for its entire length so as not to dislodge,loosen joint at 0.30 inch(7.47 Pa)of water for both the ambient tem- <br /> or otherwise impair its ability to accommodate expected perature and elevated temperature tests. <br /> building movements and to resist the passage of fire and hot <br /> gases. SECTION 716 <br /> 715.3 Fire test criteria. Fire-resistant joint systems shall be OPENING PROTECTIVES <br /> tested in accordance with the requirements of either ASTM E <br /> 1966 or UL 2079. Nonsymmetrical wall joint systems shall 716.1 General. Opening protectives required by other sec- <br /> be tested with both faces exposed to the furnace, and the bons of this code shall comply with the provisions of this sec- <br /> assigned fire-resistance rating shall be the shortest duration Lion. <br /> obtained from the two tests. When evidence is furnished to 716.2 Fire-resistance-rated glazing. Fire-resistance-rated <br /> show that the wall was tested with the least fire-resistant side glazing tested as part of a fue-resistance-rated wall assembly <br /> exposed to the furnace, subject to acceptance of the building in accordance with ASTM E 119 or UL 263 and labeled in <br /> official,the wall need not be subjected to tests from the oppo- accordance with Section 703.6 shall be permitted in fire <br /> site side. doors and fire window assemblies where tested and installed <br /> Exception: For exterior walls with a horizontal fire sepa- in accordance with their listings and shall not otherwise be <br /> ration distance greater than 5 feet (1524 mm), the joint required to comply with this section. <br /> system shall be required to be tested for interior fire expo- 716.3 Marking fire-rated glazing assemblies. Fire-rated <br /> sure only. glazing assemblies shall be marked in accordance with <br /> 715.4 Exterior curtain wall/floor intersection.Where fireTables 716.3,716.5,and 716.6. <br /> resistance-rated floor or floor/ceiling assemblies are required, 716.3.1 Fire-rated glazing that exceeds the code <br /> voids created at the intersection of the exterior curtain wall requirements. Fire-rated glazing assemblies marked as <br /> Cassemblies and such floor assemblies shall be sealed with an complying with hose stream requirements(H)shall be per- <br /> approved system to prevent the interior spread of fire. mitred in applications that do not require compliance with <br /> Such systems shall be securely installed and tested in -I <br /> hose stream requirements. Fire-rated glazing assemblies <br /> accordance with ASTM E 2307 to provide an F rating for a marked as complying with temperature rise requirements <br /> 2014 OREGON STRUCTURAL SPECIALTY CODE 141 <br />