Gable Wall On A Bowstring Truss Roof System

Floor or roof suspended ceiling system illustration fr system 4 tm ner 392 1991 construction 1 hour rating floor or roof 24 oc min 12 depth 2 layers 1 2 type x gypsum sheathing min 15 32 wh tsc fca 45 02 wh tsc fca 45 04 ga fc5512 nominal 2x3 24 oc min 10 depth truswal metal truss plates 1 layer 5 8 type x gypsum sheathing min 3 4.

Gable wall on a bowstring truss roof system. Engineered roof truss systems may be designed to eliminate the need for load bearing walls or change where the bearing walls are located. One big difference with the bowstring truss is that the compressional forces within the top chord act to force the load bearing walls outward as well as downward. Buildings spaced very close together or parapet walls designed. Hip truss systems are very popular throughout the country.

For example a gable end truss may be designed with support members that transmit the roof weight load outward to the side walls allowing the end wall directly below it to have breaks or openings in it that would otherwise be impossible. Bowstring truss roof systems may suffer from a little known phenomenon related to inaccuracies in early industry accepted truss design assumptions. One of the common long span trusses for roof support is the bowstring truss photo 1 above. In this design each side of the building has a roof pitch and eave.

Horizontal member between trusses that support the roof. A three dimensional structural system without bearing walls composed of interconnected laterally supported so as to function as a complete self contained unit with or without the aids of horizontal diaphragms or floor bracing system. While this article focuses on configurations we also have a very cool set of illustrations showcasing the different parts anatomy of roof trusses. Often times the characteristic arched roof of the bowstring truss building cannot be readily visualized by responding fire companies.

Framed in a manner similar to floor. Gable trusses are more expensive than common structural trusses because more lumber is required. Figure 17 3 2 shows an alternative roof detail to that in figure 17 3 1 in which the roof trusses are parallel to the wall assembly. A gable truss sits on the end wall of a structure and has vertical studs every 2 feet or 16 inches.

A gable truss isn t structural and needs a continuous bearing support underneath such as a beam or wall. In this case a single layer of 1 2 gypsum wallboard is attached to the side of a single roof truss in the location shown to provide the required draftstop and area separation. Figure 17 3 2 figure 17 3 2. The flat portion is increased the nearer the truss is to the end wall.