Question of the Day: Gable End Frame Connections and Bracing Stan Sias I was asked recently why Component Manufacturers (CMs) do not provide the bracing details and holdowns for gable end frames like they do for the common trusses. The question got me thinking because the details are readily available, as are any mechanical connectors that might be needed to... Read More March 2019 Issue #11236 Page 60
All Things Wood: Safety Information for Post-Frame Truss Installation Frank Woeste The recent jobsite installation accident involving truss construction, “Three injured in north Washington County barn collapse,” is a reminder of the incredible value of BCSI-B10 for truss installation contractors who install trusses spanning up to 81-ft. and spaced up to 12-ft.... Read More February 2018 Issue #10223 Page 75
What Building Professionals Need to Know About Construction Loading Shawn Overholtzer Understanding construction loading is important as it relates to the acceptable practices in terms of staging and storing construction materials prior to installation. What does “construction loading” mean? This term describes materials and people that are present during the course... Read More January 2018 Issue #10222 Page 16
The Never-Ending Search for Truss Repair Information Kelly Sias Truss repair is one of the most frequently asked about truss topics. Not surprisingly, when we asked for suggested truss topics in a truss blog, truss repair made the list. Because the summer months bring about a peak in new construction – and plenty of truss repairs to go along with it... Read More September 2017 Issue #10218 Page 84
Question of the Day: Bottom Chords and Gable End Frames Stan Sias Why do some still insist on placing flat bottom chord gable end frames adjacent to vaulted or scissor trusses when the codes clearly do not allow such framing without special engineering requirements? Can you point me to the code sections that say “No, thank you!”? This is a... Read More January 2017 Issue #10210 Page 34
Letter to the Editor: On IBC bracing requirements Frank Woeste Dear Anna: A recent long span truss collapse during installation reminded me of the new 2009 (and later) IBC bracing requirements for the Owner of a project with metal plate connected (MPC) wood trusses spanning 60 ft. and greater (churches, schools, commercial, retail, and so on).... Read More November 2016 Issue #09208 Page 74
Rethinking Ways to Encourage Permanent Truss Bracing Frank Woeste For Component Manufacturers (CMs), it is generally well known that the Registered Design Professional (RDP) is responsible per ANSI/TPI 1 for the design of the permanent bracing system for the wood truss system. However, the issue of responsibility is only the first part of the actual design and... Read More July 2016 Issue #09204 Page 59
Question of the Day: Permanent Bracing – What’s the Big Deal? Stan Sias Permanent bracing, what’s the big deal? I was recently on a jobsite talking with the Superintendent. The topic quickly turned to the trusses overhead (imagine that!) and I asked if he had a set of the Truss Design Drawings that came with them. He said he did and that they were in... Read More June 2016 Issue #09203 Page 4
Question of the Day: FLBOA 2016 Education Conference Stan Sias Do Building Officials really want education on the trusses we produce? On Monday, March 14, I had the honor and privilege of presenting to a group of Building Officials (BOs) and Building Designers (BDs) [over 350 individuals live and in-person!] at the Finger Lakes Building Officials... Read More April 2016 Issue #09201 Page 4