Business Logistics

Last June, Truss Components of Washington started doing something unconventional: holding regular meetings of production, design and office employees. General Manager Chad Johnson and Production Manager William Blankenship reflected on their six-month-old experiment, sharing why and how they brought these groups together and what the meetings have accomplished.

Just as there’s no one-size-fits-all housing solution, there’s no one-size-fits-all business model for CMs. For the sky-high prices and seasonal swings in the Greater Yellowstone area, tiny houses are uniquely suited to the needs of both buyers and builders.
Teton Truss Tiny Houses
It takes good communication to keep an ongoing upgrade process on track.
Chris Cozart, director of manufacturing systems for Builders FirstSource in Denver, Colorado, believes everyone’s input is needed to build employee buy-in throughout the company and to successfully implement change. 

Sometimes it’s hard to start a conversation. You know what you want to say, you think you know how the person you’re talking to will react, and yet finding the words to get the ball rolling and respond to the questions you know you’ll get is tough.

Question: 

I am doing research for clients who have flat roof trusses to which they are adding a second story. We are now looking for information on the trusses to determine what their load capability is. What do you need to know to help us determine this?

Question: 

Is there a general rule of thumb to follow on chase placement within a top-chord bearing floor truss? In other words, how close to the bearing point of the truss can the chase occur?

Question: 

When you’re selling trusses through a lumberyard and the contractor calls to say that the “trusses don't fit correctly,” who has the ultimate responsibility for the trusses? I argue that the lumberyard is responsible since we have provided them with all the information on how the job was designed, even though they may or may not have passed this information on to the contractor.

Question: 

Are there any associations that have recommendations for the installation of wood trusses?

Question: 

We keep having problems with dry wall joints raising on the vaulted bottom chords in the track homes that we are building. The joints run from front to back of the house and the trusses bear on the side walls. The trusses are mostly 2-point bearing (a few in the front and back of the building are tri-bearing). The trusses span 40 ft. and have a 4/12 pitch with a tile roof. Is it common to have dry wall problems as the trusses deflect? How long should the roof be loaded before hanging sheetrock? Should the heel of the truss be allowed to slide out on the top plate?

Question: 

Has there been any research or studies on long-term deflection of metal plate connected wood trusses? How much deflection is allowed?