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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
Anna Stamm

Advertiser Forum: Giving Back One Day at a Time

Anna Stamm

We all know about the grand projects undertaken in our industry to support worthy causes and help others in need. We’re proud to report on these terrific causes and thank the chapters, companies, and individuals who contribute time, materials, and cash. But the big projects aren’t...

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July 2016
Issue #09204
Page 10
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
Todd Drummond

Truss Labor Time Standards for MiTek MVP™ and Other Programs

Todd Drummond

I have heard the same thing many times over and over. People want a better method of understanding truss manufacturing labor efficiencies, but they use the same flawed units of measurement they have always used. “Todd, I’ve been in this industry for decades as a ‘fill in the...

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July 2016
Issue #09204
Page 20
Joe Kannapell

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...

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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
Matt Layman

Lumber Contracts...Should You Ditch 'Em?

Matt Layman

A contract, for the purposes of this discussion is an agreement to sell or buy a predetermined quantity,size and grade of lumber or panels, typically between a consumer and a producer...priced at current market value, "Friday Prior to Shipment." The buyer is assured of receiving...

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July 2016
Issue #09204
Page 46
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
Ben Hershey

Continuous Improvement

Ben Hershey

Continuous Improvement  – Success is achieved, not from the program, but from the mindset Theory of Constraints. The Houlihan Labor Method. Quick Response Manufacturing. Six Sigma. Lean. Total Productive Maintenance. Total Quality Management. The lexicon, tools, and methods...

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July 2016
Issue #09204
Page 62

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