Gypsum panels, particularly paper-faced gypsum wallboard, must be kept dry at all times to prevent the growth of mold. Review publication GA-238-2016 Guidelines For Prevention of Mold Growth on Gypsum Board. This quick reference publication will note transportation, storage, handling, application, and maintenance guidelines.
You will want to reference GA-231-15 Assessing Water Damage To Gypsum Board. Most notably, gypsum board that has been exposed to sewage or flood waters must be replaced. Levels of bacteria, such as E. coli, can be hundreds of times above safe levels in flood water. Also, hydrocarbons from underground gas storage tanks and fuel leaks from submerged vehicles can be present. Often, the gypsum board will need to be removed anyway to assess the underlying substructure.
Reference GA-1000-2017 Identification of Gypsum Board. This two-page publication will help you identify the criteria that are enforced in the U.S. and Canada for the sale and installation of gypsum board. Ensuring you are using gypsum board that meets the ASTM C1396 standard will help avoid specific local code violations. Never use board that is not labeled appropriately. Building codes throughout the United States require each individual sheet of gypsum board have the following information legibly printed on the back surface of each board, parallel to the bound edge of the board:
Pages 8 and 9 of GA-801-2017 Handling and Storage of Gypsum Panel Products: A Guide for Distributors, Retailers, and Contractors describes guidelines for stocking gypsum panel products on job sites. GA-801-2017 notes that gypsum panel products must be delivered just prior to installation time. This practice helps minimize damage to the material and reduces the risk of mold growth in surrounding areas of elevated moisture. GA-801 also states that panels must be kept in an enclosed covered, dry area, such as a garage, to minimize exposure to rain, etc.
This is a very complex question that involves exposures to fire, heat, water, and smoke. First, let’s look at just the fire and heat exposure resulting from a fire. For fire rated assemblies, the GA-600, Fire Resistance and Sound Control Design Manual states, “It is the intent that classifications shall register performance during the period of exposure and shall not be construed as having determined suitability for use after fire exposure.” Therefore, any assembly directly exposed to the fire should be rebuilt. For rated-assemblies not exposed directly to the fire, it is always best to have a certified/licensed fire protection engineer or inspector assess them and determine if they are still capable of performing as designed in a future fire. For non-fire rated assemblies exposed directly to the fire, replacement is also suggested as the exposed gypsum board would have experienced adequate heat to begin calcination. The board may be brittle, the paper face burned off, etc. Again, for gypsum board in non-exposed rooms, a judgment call by a specialist should determine the extent, if any, of replacement. However, fires also result in exposure to smoke and water. Water is the easiest to assess. First, it is critical to determine if the studs and other materials in the wall cavity are dry and undamaged. It is likely that at least some gypsum board will be removed to inspect the cavity and require replacement. If it can be verified that the contents of the wall cavity are dry and undamaged, a thorough examination of the board itself is necessary: The panels must be dry and free of mold with the paper facing completely intact. If in doubt, play it safe and replace the board. Smoke damage is very subjective. Visible smoke damage, such as signs of soot, must be repaired. Some individuals claim to smell smoke in sealed and repainted rooms years after a fire. Other people never catch a hint of the odor. Restoration services exist that are licensed and bonded, and these specialists should be consulted to determine if restoration without replacement is possible.
No. In multi-layer systems, the joints and fasteners in the base layers are covered and protected by the overlying layers of gypsum board.
Any nail having a length, shank diameter, and head diameter equal to or greater than the dimensions specified for the cooler nail in the system description can be substituted for the cooler nail.
Working with UL, the GA and its members have determined that approximately ± 1” (± 25.4 mm) is an acceptable tolerance in the spacing defined in a fire-rated assembly.
According to ASTM C1396/C1396M Standard Specification for Gypsum Board, Section 13.1, “Gypsum board, except for pre-decorated gypsum board, is intended to be a substrate. The surfaces of gypsum board shall be true and free from imperfections that would render it unfit for finishing and final decoration. Gypsum board shall be installed and finished to the specified level in accordance with Specification C840.” All gypsum board used in interior wall and ceiling applications should be finished with tape and joint compound embedded in joints and interior angles, as well as an appropriate primer and paint. The application of these materials protects the integrity of gypsum board. Note, in a fire-rated system that includes multiple layers of wallboard, only the visible, board surface needs to be finished with tape, joint compound, primer, and paint. Paint and primer are unnecessary only in concealed areas that receive little or no active use, examples include attics and plenum areas above ceilings. Paint and primer are not necessary for these areas but tape and joint compound are required to provide fire resistance. To determine the level of finish appropriate to a specific situation, including gypsum panel products used as a substrate for tile, as a base for textured finishes, wallcoverings, and paints of various sheens, and lighter and darker tones, consult GA-214-2015, Recommended Levels of Finish for Gypsum Board, Glass Mat and Fiber Reinforced Board, available in the GA Bookstore.
Fire-resistive duct enclosures, especially those that are three-sided, provide some unique and challenging design and construction scenarios. Many times they are constructed of a fire-resistance rated wall assembly for the vertical “side” surfaces and a fire-resistance rated horizontal membrane for the “bottom” of the enclosure. In most cases, the code specifies that fire-resistive enclosures around ducts be symmetrical (i.e. the inside of any one plane must be identical to the exterior). The intent is that regardless of whether the fire is on the inside or outside of the enclosure, it has the same degree of restriction. If an assembly is asymmetric but tested and certified both ways and passes the required fire-resistance criteria, it is acceptable. When designing the enclosure, remember that systems designed/tested for vertical surfaces cannot be arbitrarily used on the horizontal (i.e. underneath side) of the enclosure. This is the case for wall systems, which cannot be used arbitrarily in floor-ceiling applications. Finally, the system must be built as the individual assemblies were tested. In a duct-specific enclosure, the supports for the assemblies must be tied in, etc. per the drawings for that system. Also, system designs adapted from tested wall or floor-ceiling assemblies must be supported/built as in the drawings for the full system, including right-sized structural members, spacings, fasteners, and, etc. In the end, consulting with a fire design engineer is usually a very good idea when dealing with a fire-resistive duct enclosure.
A thermal barrier is a material that provides some protection from heat for substances that can melt or burn. National Fire Protection Association (NFPA) standard NFPA 275 provides a method for qualifying the fire performance of a thermal barrier. The Temperature Transmission Fire Test and the Integrity Fire Test are used to evaluate a material’s capacity to prevent ignition from a standard fire exposure or to delay its occurrence. The code reference often reads as follows, “[Material in question] shall be separated from the interior of a building by an approved thermal barrier consisting of 1/2 -inch (12.7 mm) gypsum wallboard or a material that is tested in accordance with and meets the acceptance criteria of both the Temperature Transmission Fire Test and the Integrity Fire Test of NFPA 275.” As indicated in the text above, a ½” gypsum board is a thermal barrier as would be gypsum panels of greater thickness when applied as part of a fire-resistant system. Want to learn more? Read Thermal Barriers and Ignition Barriers for the Spray Polyurethane Foam Industry.
Joints between boards in fire-rated assemblies must be in “moderate contact,” meaning that the gypsum boards should be touching and gaps minimal. All gaps and joints in such assemblies must be properly taped and filled with compound. Around electrical boxes, the UL Fire Resistance Directory references no more than a 1/8” (3.2 mm) gap/joint, though in the field this can be difficult to attain and measure. All gaps must be filled with joint compound, fire-rated caulking or other materials/means suitable, per the local code authority. In non-rated construction, joints up to ¼” (6.4 mm) tolerances are acceptable when filled with setting type, all-purpose joint compound. Note that the type of compound used to prefill gaps in the joints must be compatible with the compounds used to tape and finished the walls and/or ceiling. More information on joint tolerance is contained in the Northwest Wall and Ceiling Bureau Document #500-103 Gaps at Gypsum Board Joints available here.
More often than not, the answer is yes. In addition, fire-resistant walls often serve as a smoke barrier wall, which must be caulked. And, while some may see this as a control joint, the joint itself is not normally tested in most assemblies.The International Building Code addresses this firestopping in Section 715 as directed in Section 708: 708.8 Joints. Joints made in or between fire partitions shall comply with Section 715. 715.1 General. Joints installed in or between fire-resistance rated walls, floor or floor/ceiling assemblies and roofs or roof/ceiling assemblies shall be protected by an approved fire-resistant joint system designed to resist the passage of fire for a time period not less than the required fire-resistance rating of the wall, floor or roof in or between which the system is installed. Fire-resistant joint systems shall be tested in accordance with Section 715.3. Exception: Fire-resistant joint systems shall not be required for joints in all of the following locations:
715.1.1 Curtain wall assembly. The void created at the intersection of a floor/ceiling assembly and an exterior curtain wall assembly shall be protected in accordance with Section 715.4. Additional information on the topic of firestopping can be obtained from a firestopping manufacturer or The International Firestop Council www.firestop.org/.
R-value (resistance value) measures the capability of a material or assembly to resist the transmission of heat. As energy codes have strengthened over the past several code cycles, so have the R-value requirements for exterior walls and roof assemblies. As codes have become less prescriptive and more performance-based, calculating R-values is becoming a design team duty. The GA does not list R-values for wall assemblies due to the high degree of variability between what is shown in GA-600 and what is actually constructed. Common elements, such as resilient channels, thicker studs, decreased stud or joist spacing, varying amounts and types of insulation, etc., are variables that are allowed for any system, per the General Explanatory Notes in GA-600. Variables such as cladding type also play a role in total R-value. However, calculating the R-value for an assembly is not exceptionally difficult, as it is essentially the sum of the R-value of the individual layers, accounting for stud closeness. ASHRAE, ICC, DOE, and others have developed code acceptable practices and methods for calculating R-values. One online tool based on ASHRAE’s Handbook of Fundamentals is available at www.ekotrope.com/r-value-calculator/. A quick online search will provide additional online tools for performing these calculations.
Mold/moisture resistant gypsum panels are excellent for use in high humidity areas and even where an occasional splash of water is expected. Appropriate areas include powder rooms, adjacent to showers or tubs, behind counter areas/base cabinetry where plumbing fixtures are located, and in laundry rooms, mud rooms, etc. However, neither the model codes nor the Tile Council of North America’s (TCNA) Handbook allows for the use of these panels behind the tile in the shower or tub area or as a base under the pan or around a swimming pool or sauna. For acceptable materials in wet areas, consult the local code or the TCNA.
Over the years, the Gypsum Association has worked with many organizations to develop recommendations on finishing. The most important recommendation is priming: Before any additional decoration, gypsum board must be primed. For a more complete guide on painting and finishing new wallboard, we suggest the Drywall Finishing Council publication entitled, “Recommended Levels of Paint Finish Over Gypsum Board.” Access this publication here. Additionally, GA-214 Recommended Levels of Finish for Gypsum Board, Glass Mat and Fiber-Reinforced Gypsum Panels, provides guidance for surface preparation. GA-214 is available in here.
The short answer is no. Any gypsum board that has been damaged by fire or as a result of the firefighting process must be replaced; however, a board that was simply exposed to smoke has no definitive replacement criteria. In this case, the replacement will be determined on a case-by-case basis by the owner, contractor, and the insurance company.
This question, like many received by the Gypsum Association’s Technical Services Department, is answered by referencing the Manual’s General Explanatory Notes. Note 19, page 20, in the 22nd edition of the Manual, GA-600-2018, provides the answer: "Specified floor-ceiling and roof-ceiling framing sizes or truss dimensions are minimums. Greater joist or truss sizes (depths) shall be permitted to be used in metal- or wood-framed systems . . . [emphasis added]." As a sawn lumber joist is of greater dimension and mass than the same sized I-joist (you can see this by looking at the cross-section), as long as the structural criteria are met, you may make the substitution.