Jobsite Packages

SBCA’s Jobsite Package is likely the most economical risk management tool a component manufacturer (CM) can deploy.

With respect to your business, what do you dwell on before you go to sleep? What’s the first thing you think about when you wake up in the morning? If I were to hazard a guess, I would say the most common answer in our industry right now is related to labor challenges and greater production. Given all we have been learning at the SBCA meetings over the past year, I would argue we also need to be constantly focused on our exposure to risk.

For decades, SBCA Jobsite Packages have helped component manufacturers (CMs) provide handling and installation guidance to their customers with every order. These pre-assembled packages of instruction documents, attached to truss deliveries in a zippered plastic bag, are now available in a digital format.

Question: 

How do I, as a truss manufacturer, adequately advise my customer against the dangers of 60 ft. and over truss span installations?

Question: 

I am a building inspector and I have a question on information provided on truss design drawings. What does the uplift reaction number represent? Some manufacturers are very specific and state “to provide for mechanical connection of the truss to the top plate with a connector capable of withstanding a specific load.” Others simply list the uplift reaction with no further information. These are the ones that have caused a debate as to what the number actually represents.

Question: 

I have mono trusses on either side of a firewall. I have the fire rating/wall material between them. Can I place a ridge vent above these two? Or should I use vents? How do I calculate the appropriate vent sizes and styles?

Question: 

Are wood trusses designed to be fall protection anchors that would support a worker should he fall?

Question: 

What is the industry standard for ordering residential roof truss systems: Should the general contractor/builder field measure before ordering trusses or should he rely on the blueprint? Who is responsible for their accuracy – the plan service, the truss manufacturer, the builder/general contractor or the framing contractor?

Question: 

What are the requirements for installing “valley set” overlay roof trusses? I am interested in nailing and support conditions. Some engineers ask for the bottom chord of the valley truss to be ripped to match the roof pitch of the underlying trusses. Is this necessary?

Question: 

What are the requirements on the permanent bracing of bottom chords? Can gypsum board diaphragms be used?