The Art of the RFI Shawn Overholtzer Nothing will ruin your day faster than getting a call from a builder reporting an issue with trusses you’ve designed. You hear their frustration as they are faced with a potential delay and additional work to implement a fix. We all desire to eliminate those calls from our daily business,... Read More April 2018 Issue #10225 Page 26
From Structural Plans to Truss Designs – Collaborative Effort or Review Nightmare? Kelly Sias In an ideal world, a building is envisioned and a structural engineer begins the structural design. When the decision to use roof trusses is made, a component manufacturer is promptly involved in the design process. Using the loads and design parameters from the structural engineer, the trusses... Read More January 2018 Issue #10222 Page 94
Truss-to-Truss and Truss-to-Everything Else Connections Kelly Sias One of the questions I am asked most frequently is “Who is responsible for the truss-to-(fill in the blank) connection? One such example is the truss-to-wall connection. To answer this question, it helps to recognize there are two types of connections: a truss-to-truss connection and a... Read More December 2017 Issue #10221 Page 90
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
Accommodating Truss Movement (Besides Vertical Deflection) Kelly Sias Vertical deflection resulting from live and dead loads – of both roof and floor framing components – is an important serviceability consideration in the overall design of the building. And while this could be a topic in and of itself, this article is instead going to focus on two... Read More August 2017 Issue #10217 Page 82
Protect Yourself by Understanding Design Responsibilities Simpson Strong-Tie Staff ANSI/TPI 1, Chapter 2 As a truss technician or component manufacturer, have you ever been asked to perform duties that fall outside of ANSI/TPI 1, Chapter 2 guidelines? We know in our previous roles as truss technicians and component manufacturers, we were often requested to perform a task... Read More July 2017 Issue #10216 Page 92
What is a Better Way to Survey, Inspect, and Record Data When Making Truss Inspections? Glenn Traylor When you write a letter or series of paragraphs, sometimes it’s difficult to proof the very thing you just wrote. Why is that? Because you don’t approach it with a clean-slate perspective but with an expectation of what you think it says. Likewise in our industry, it’s often... Read More March 2017 Issue #10212 Page 30
Question of the Day: Scope of Work and Responsibility Stan Sias “As a CM, how do I best convey my intended and assumed scope of work and overall responsibility to all parties involved in the construction of a project I am bidding? I don’t want to be held responsible for something I haven’t bid.” This is a terrific question and... Read More November 2016 Issue #09208 Page 4
Question of the Day: Organizational Self-Assessment and Critical Reflection Stan Sias Can organizational self-assessment and critical reflection help my business? Following-up on last month’s article, which garnered more comments than usual, I think that we should take a bit deeper dive into metal plate connected wood truss permanent bracing from “the... Read More July 2016 Issue #09204 Page 4
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