Instructional Videos – Click on photos to view videos
 
Department of Defense Integrated Roof Project

The Project: Integrated Metal Roof Retrofit with Multiple Energy Saving Technologies, sponsored by the Metal Construction Association, examines key drivers behind the design and development of an innovative new metal roof retrofit system, engineered to both conserve and generate unprecedented levels of energy. Features and benefits of the new retrofit system are explored through an extensive case study of the system's first real-world application that has been monitored 24/7 for energy consumption and performance by the Department of Energy’s Oak Ridge National Laboratories.

Project Location: The Security Forces building at Goodfellow Air Force Base in San Angelo, Texas.

To view a video of this project: CLICK HERE

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CLICK THE PHOTO TO SEE A VIDEO ON THIS PROJECT
 


Installation of Roof Huggers

Video Length: 31 seconds

Video Description: A short video showing the installation of Hugger sub-purlins being installed over an existing vertical rib standing seam that was installed with stand-off clips and thermal blocks. Because of this, Roof Hugger provides a special anchoring screw with a sleeve to promote continuity in the base of the Hugger sub-purlins and positive attachment to the existing roof purlins.

Video Location: Norman Thomas Elementary School in Freer, Texas

 


ASTM E 1592 Wind Uplift Testing

Video Length: 1:05 minutes

Video Description: A short video to illustrate the negative pressure testing of a 16" wide x 2" tall vertical rib standing seam roof installed over Hugger sub-purlins attached to a simulated existing 12-inch O.C. "R" or PBR-Panel metal roof.

Video Location: Force Engineering & Testing Laboratories in Humble, Texas

 


ASTM E 1592 Wind Uplift Testing

Video Length: 17 seconds

Video Description: Same test as above, but this video illustrates the roof system at its point of failure per ASTM E 1592 requirements. The vertical rib standing seam roof clips failed due to separation between their base and upright portions. The point of failure was at -95 pounds per square foot (PSF) negative pressure, which is reasonably common with the vertical rib standing seam roofs. The Roof Hugger sub-purlins were not damaged or deflected.

Video Location: Force Engineering & Testing Laboratories in Humble, Texas

 

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