Installation

This presentation provides information on and requirements for truss repairs.

Turnkey can be an effective way to increase sales revenue
and ensure prolonged success through more diverse product offerings.
  • 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.
  • Today’s complex truss designs can present significant installation challenges to framers if there isn’t good communication between the framer and the manufacturer.
  • From storage and lifting pick points to critical bearing conditions, safe handling and installation practices need to be effectively communicated to installers.
  • During the design phase, manufacturers can help ensure smooth installation by considering the framing challenges a complex design may create and facilitate cross communication between parties.

When it comes to getting the right structural building components for a project, cost isn’t everything, but how do you convince the building designer? Communication is key.

Woodhaven designed and built the roof and floor trusses for the Spruce Street Shul. Woodhaven also supplied the lumber and hardware for the project.
  • Inadequate communication can fragment the various trades working on a project and lead to costly mistakes and frustrating delays.
  • GCs are looking to turnkey framing as a way to minimize that fragmentation and reduce waste and the potential for mistakes.
  • The efficiencies of the turnkey approach with componentized framing make it the best solution going forward.
  • The following Technical Q&A has been updated from the version that appeared in the 2006 June/July issue of SBC.  
  • Lateral restraints are installed to reduce the buckling length of the web(s), but must be restrained laterally to prevent the webs to which they are attached from buckling together in the same direction.
  • BCSI-B3, Permanent Restraint/Bracing of Chords and Web Members, provides general industry recommendations and methods for restraining web members against buckling.
  • Couple the IRC requirements with energy code requirements that are pushing more buildings to utilize a higher heel, and it is apparent the connection of high heels to walls is a key application issue.
  • The SBC Industry Testing Task Group and the TPI TAC/SBCA E&T Testing Review and Vetting Group has begun to evaluate the needs and priority of testing the performance of assemblies to quantify the effect of heel blocking. 
  • It is clear from the very specific and isolated heel height testing already performed that there is an opportunity to provide revisions to 2009 and 2012 model code blocking requirements to transfer the lateral load resulting from wind and seismic events into braced wall lines.
  • The 2012 IRC does not provide sufficient details on how to connect wood trusses to braced wall panels.
  • SBCA has developed a couple of details and will continue to develop standard details that provide code-compliant connections between roof/floor trusses and braced wall panels.
  • Component manufacturers can provide framers with specialty or standardized blocking panel products to reduce the time needed to install the blocking between trusses for these connections.