Thom McAnally

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....

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August 2016
Issue #09205
Page 64
Stan Sias

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...

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July 2016
Issue #09204
Page 4
Carl Schoening

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...

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July 2016
Issue #09204
Page 16
Joe Kannapell, PE

Building Roof Trusses for High Density Housing

Joe Kannapell, PE

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...

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July 2016
Issue #09204
Page 24
Glenn Traylor

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...

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July 2016
Issue #09204
Page 27
Robert Glowinski

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...

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July 2016
Issue #09204
Page 42
Frank Woeste. P.E.

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...

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July 2016
Issue #09204
Page 59
Stan Sias

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...

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June 2016
Issue #09203
Page 4
Joe Kannapell, PE

High Density Housing’s Design Challenges

Joe Kannapell, PE

The sweet spot of wood component supply is high dollar, high density housing. Beneath expensive finishes are complex structures, and the opportunity to gain significant value. With advanced whole house software, CM’s are able to model the mechanical systems as an integral part of the...

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June 2016
Issue #09203
Page 22
Stan Sias

Question of the Day: Component Manufacturing Industry 'Gotchas'

Stan Sias

“I am new to the component manufacturing industry, what are some of the industry’s ‘Gotchas!’? Thanks for this Question. There are several ‘Gotchas!’ that come immediately to mind. Perhaps the one most often cited is not having, and sticking with, a...

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May 2016
Issue #09202
Page 4
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