Truss Designer Hiring Survey Results When it comes to Truss Designers accepting an offer, it’s in the details. We asked Truss Design Professionals what they wanted to see in an offer, or to be happy at their current job. The results are in... [See PDF or View in Full Issue for Charts] Read More September 2016 Issue #09206 Page 28
How to Select a Connector – Hurricane Ties Keith Cullum When it comes to wood frame construction, hurricane ties are among the most commonly specified connectors. They play a critical role in a structure’s continuous load path and may be used in a variety of applications, like attaching roof framing members to the supporting wall top plate(s),... Read More August 2016 Issue #09205 Page 60
Behind the Curtain at The JobLine Some of you know me as “That Head Hunter”, or “#&@! Recruiter”, but since 1992, most just know me as The JobLine. While the end result may be similar, I am more a Match Maker than a Recruiter. Definitely not a Head Hunter as I have never directly solicited anyone.... Read More August 2016 Issue #09205 Page 64
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
Smart Guys Carl Schoening This month I wanted to stop down again and talk about some of the great individuals who have worked in this industry. It wasn’t my idea….well, not completely. After a few of the articles I penned about some of the guys that haven’t received due recognition, I started getting a... Read More July 2016 Issue #09204 Page 16
Building Roof Trusses for High Density Housing Joe Kannapell The differences between high density attached and tract style detached housing extend to the shop floor. Though truss designs may be similar, the project size, location and degree of repetition differs, influencing unit labor costs and material requirements. High density means “maximum... Read More July 2016 Issue #09204 Page 24
When is a Member Gap Not a Member Gap? Glenn Traylor Building trusses with tight member to member joints insures accurate truss profiles and consistency between setups. The member to member gaps are limited to 1/8” and 1/16” on floor truss chord splices. This requirement is primarily concerned with compressive joint situations where... Read More July 2016 Issue #09204 Page 27
High Wind Guides for the Hurricane Season Robert Glowinski With hurricane season underway, several regions of the United States face the threat of wind-related damage to buildings. According to the Insurance Institute for Business and Home Safety (IBHS), high winds cause millions of dollars in property damage each year, with roofs representing 85 to 95... Read More July 2016 Issue #09204 Page 42
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