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The repair and modification of metal plate connected wood trusses can be a very complicated subject, because each situation must be analyzed individually. This Research Report will give an overview of the fundamental principles behind truss repair that inform the truss designer’s approach in all truss scenarios.
The prescriptive residential energy code requirements found in the 2009, 2012 and 2015 International Residential Code (IRC) include requirements for continuous insulation at foundations in several climate zones. This Research Report discusses the issue of cantilevered sill plates supporting metal plate connected wood trusses installed parallel and perpendicular to the foundation walls where there is a potential for discontinuous planes between the exterior wall above the sill plate and the foundation insulation planes.
This Research Report provides a clear perspective on truss plant quality assurance and third party inspections as they relate to the requirements developed by the International Code Council (ICC) within the International Building Code (IBC) and the International Residential Code (IRC). The same perspective outlined in this Research Report should be applied when discussing how all structural building component third party inspections relate to Chapter 17 special inspection requirements.
A lay-on gable frame is typically connected from the top during truss placement, but after sheathing is installed, this connection is no longer visible for the building inspector to verify. This creates a need for an alternate connection that is visible from below. The goal of this Research Report is to analyze a simple, cost-effective, toe nail connection between the lay-on gable frames and supporting truss system that is visible after sheathing is installed.
On his drive to SBCA’s July Open Quarterly Meeting in Nashville, TN, Past President Scott Ward (Southern Components) stopped in Trussville, AL. While not the legendary birthplace of today’s modern metal plate connected wood truss, might it be the perfect place to host a future BCMC?
Explore the two different methods used to calculate a wall panel’s capacity to resist applied lateral loads.
- Being purchased by their biggest customer allowed Plum Building Systems to forge an even more positive relationship with closer, more effective communication.
- Building partnerships with other complementary organization can benefit everyone in the supply chain.
- A collective commitment to service can produce a greater impact in the community when companies join forces.
- Manufacturing rough openings in a plant improves site placement accuracy efficiency dues to consistent framing every time.
- Componentized wall sections also significantly reduce jobsite waste and allow for the use of alternative header approaches and materials.
- Having the ability to deliver components just in time to urban jobsites alleviates the need for hard-to-find storage and staging areas.