NOTE: This article is intended to provide general information while conveying the importance of the roof deck as an integral part of a roof system. Additional information about specific effects and concerns in regard to roofing can be found in The NRCA Roofing and Waterproofing Manual and various roof-cover manufacturers’ design guides.The roof deck is the backbone and an integral component of all roofing systems. Its main function is to provide structural support for the roof system and, therefore, is a building element that needs to be designed by a licensed design professional because proper support of the roofing above is critical to the roof system’s success.
Roof decks also add thermal performance and fire resistance and ratings, provide slope for drainage and enhance wind-uplift performance. They must accommodate building movement and often determine the attachment method of the vapor retarder, insulation and membrane.
Roof Deck Types
There are many types of roof decks being installed today:
- Precast concrete panel
- Structural concrete
- Cementitious wood fiber
- Wood planking
- Poured gypsum
Some decks are covered with topping fills that become the base for the roof system and may also be an integral structural component:
- Lightweight insulation concrete topping
- Lightweight aggregate concrete topping
Other deck toppings are available, such as poured gypsum and lightweight concrete with integral insulation, but these are considered substrate covers and not roof decks.
The most prevalent roof deck in the U.S. for commercial buildings is steel. On the West Coast, plywood/OSB is very popular. In addition to the roof decks already mentioned, in the course of roof-replacement work the designer may come in contact with the following:
- Book tile
- Lightweight precast concrete planks
- Precast gypsum planks
Collaboration with the Structural Engineer
Because a roof deck is the foundation for the roof system, the designer needs to coordinate the roof system design requirements for the roof deck with the structural engineer to ensure the performance of the roof system. For example, the roof deck may need to extend to the roof edge. In this example, the roof deck may not need to extend to the roof edge for structural concerns but is needed to support the roof system; the roof designer must address this. If the roof deck is structurally sloped, the designer and engineer must determine whether the low point is a potential drain location. Are there steel beams in the way of the drain location? The roof deck must be attached to the structure to prevent uplift. And the designer and engineer must determine what the deflection of the roof-deck span may be between structural supports. For example, steel deck is sometimes installed with spans of 7 feet between joists and flexes (deflects) under foot traffic. This typically is not a good condition onto which a ridged roof system, such as a bituminous one, should be installed. It cannot be expected to accommodate such deflection. PHOTOS: Hutchinson Design Group Ltd.
Attachment methods of roof decks vary and also need to be discussed with the structural engineer. You should discuss nails versus screws, welding versus screw or pneumatic anchors, and how all of these will perform until the roof system is installed. You also must consider protecting the deck from thermal expansion and contraction. I have seen large roofs where the pneumatic anchors were “popping” out under the heat of the day, expanding the large expanses of steel roof deck beyond the strength of the anchor. Ping, ping, ping. I thought I was being shot at!
Another consideration is the moisture content of the roof deck. Steel is basically zero while wood and concrete can be quite high. It is important for the roof system designer to coordinate with the structural engineer so the respective specification section can clearly define drying time of concrete. My current specification varies from structural concrete’s 60 days without major rewetting to four to six months for lightweight aggregate concrete topping.
There is currently a lot of discussion about lightweight aggregate roof decks and the soft aggregates’ ability to retain water for extended periods of time. Typically, this lightweight concrete is placed on a non-vented steel deck of precast concrete planking. The aggregate retains large amounts of water, and this water cannot dry downward. This downward drying is further compromised when a reflective roof cover is installed. Major litigation due to the formation of mold within these roof systems has occurred. Furthermore, if the roof system has been installed prior to acceptable drying, the roof cover has the potential to become the vapor retarder.
Several large legal cases have been made about roofs installed over lightweight roof decks that are not dry; moisture rises and condenses within the roof system, particularly reflective single plies. If the structural designer is leaning toward this system, it is important you as the roof system designer speak up and inform the design team of the long dry time required and that the roof system cannot be installed for months. (Venting base sheets can be used to vent the moist vapor as the concrete dries but require careful detailing and will be discussed in future articles about vapor barriers.) The National Roofing Contractors Association, Rosemont, Ill., and Midwest Roofing Contractors Association, Chicago, have excellent technical advice on this subject, and I urge you to review it.
Poured concrete roof decks (toppings) have the benefit of being monolithic and thus eliminate air infiltration through the deck material itself and/or the joints. Air infiltration can be a significant concern, especially on “wet” interiors, such as pools, kitchens and locker rooms, as well as facilities that have positive building pressures that force interior air to the exterior.
Common Roof Deck Mistakes
Way too many buildings are designed without parapets, resulting in a gravel stop condition, which I believe presents a rooftop safety concern for maintenance personnel. How does the roof deck fit in here, you might ask? Camber. Roof decks made of precast and steel set on long-span steel joints can have considerable camber (upward warping to accommodate loading). I have seen 4 to 5 inches and always get a good chuckle when the roof deck rises above the roof edge and the construction team is scratching their heads trying to figure out how to add the insulation and make a gravel stop work. It doesn’t. The roof edge typically has to be raised, at considerable cost. We won’t discuss who pays for this, but it would suffice to say the contractor installs what is designed. Be sure to ask the engineer if there is any camber.
Many structural engineers, while being able to design roof decks, are not aware of how they affect roof system design. If the low point is at a beam, it is tough to place a roof drain there. Thus, the roof drain is moved upslope away from the structural low point. You better know how to move the low point to the drain. (I’ll discuss how to do this in future articles about insulation design.)
Another pet peeve of mine on steel roof decks is when the roof drain sump pan is installed by the roof deck contractor and not by the plumbing contractor. A plumbing contractor would install a sump pan manufactured for the drain, which allows it to sit flush to the roof deck and doesn’t create a 1 1/2-inch sump at the drain, like drain pans installed by the roof deck installer. Those old steel roof deck sumps are archaic, were made for low-insulated roofs and should be avoided.
The roof deck is an integral part of the roof system: Poor deck equals poor roof performance. Some key takeaways are:
- Roofs are systems and are only as good as their weakest link.
- Roof decks form the base of the roof system. A good foundation can eliminate concerns that affect roof system performance.
- Coordinate with the structural engineer your needs for roof system performance.
- Find out the possible deflection under load; this may be critical on ballasted systems.
- Coordination may require a revision to the structural detailing and new thinking on the structural engineer’s behalf.
- Coordinate the varying specification sections that deal with the structural roof deck and the roofing.
- Realize that the roof deck surfaces may vary, and coordinate the leveling of them with the other related trades. For example, precast planks are often offset at the joints. The precast deck specification should restrict the amount of deck-plane differential and remedial means. For example, a concrete topping slab should be clearly delineated in that section and cross-referenced in the roof cover section.
PHOTOS: Hutchinson Design Group Ltd.