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NEWS:

NEW L.A. Area Office Location

Golden Gate Bridge photo

 

DTR Consulting Services has moved our Los Angeles Area Office to better serve our A/E Clients in the Southern California area. The new location provides for future growth and easier access to area freeways.

Overseeing this office is the Firm’s Managing Principal, Thomas Berger, RCI, CSI, CDT, SCIP.   In addition to running the new Phoenix Area Office, he is overseeing the expansion of this office.  DTR Consulting Services continues to work with Architectural and Engineering Clients in the Los Angeles, Orange County and San Diego Area since early 2006.  This move allows DTR to build on our current client base and to expand our Firm to better serve our current and future A/E Clients.

Tom will be evaluating and recruiting the best new staff, the area has available.  He will be in charge coaching new staff members into the existing DTR Culture and provide training for both experienced and junior members in the DTR approach to serving our Architectural Clients. DTR will be looking to hire both Building Envelope Engineers, Specifiers and Quality Control Staff.

Michelson Dr

Please help us Celebrate this new Office Location…

 

Updated: Sept 2013

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©2011-2014, DTR Consulting Services, Inc., All rights reserved.

By: John Guill, AIA, CSI, CCS, CCCA, SCIP

Marcus Vitruvis

Design Effects of Roof Edges by Recent Code Changes

Changes to Building Codes rarely have identifiable effects on expressions of the building’s appearance, but recent changes to California Building Code 2010, Chapter 15 may affect the appearance of the roof line as the boundary of a plane.

One of the signatures of the Modern Movement in Architecture is the flat roof.  Known technically as Low-Slope Roofs, improvements in construction technology and new perceptions of style enabled expression of the building form as pure prisms, unaffected by pitch or texture.  Roofs disappeared behind parapets protected by thin, metal caps, emphasizing modern horizontal lines. Flat roofs no longer required bulky fascia, but hovered weightless above ribbons of glazing.

Designers’ efforts to express these linear elements often focus on the metal caps and edges, seeking to minimize foreign intrusion on the purity of form.  Of course, caps and edge metal can not be eliminated, as the edges, intersections and corners are the part of the geometry most in need of protection from the weather. Various industry groups have standardized installation practices and provide details that architects and installers can jointly reference for termination and transition of roof planes while keeping the elements at bay.  Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA), Copper Development Association (CDA) and National Roofing Contractors’ Association (NRCA) have extensive suites of (slightly different) details and recommendations.

The American National Standards Institute (ANSI) and the Single Ply Roofing Institute (SPRI) have collaborated on a design method for edge securement of membrane roofing called ANSI/SPRI ES-1.  The document establishes standards for materials, design, anchorage design and load calculation for metal roof edges and copings and introduces three tests for durability and quality of wind resistance; Outward Force, Edge Anchorage, and Uplift.

New language in CBC 1504.5 “Edge Securement for Low-Slope Roofs” now mandates use of products tested for wind resistance in accordance with ANSI/SPRI ES-1, as modified by the Code and makes many familiar details obsolete or unacceptable. 

Field-fabricated or custom shapes cannot be easily or economically tested, local fabricators are unlikely to embark on expensive testing programs, particularly for custom or “one-off” designs.  At the time of this writing, SMACNA and CDA do not have authorized fabricators or testing programs for their respective standard details.  Many “Standard Details” in the industry repertoire are now obsolete for code compliance.  NRCA does have a testing program for certain standard details and authorized fabricators who can produce them.
It would be simple if CBC 2010 adopted the ANSI/SPRI ES-1 methodology directly, but that is not what happened.  Instead, structural loads used for design must be determined according to CBC Chapter 16, not the tables included in the ANSI/SPRI standard.  Also, the CBC definition of exposure categories differs from that of ANSI/SPRI.  Thus, specification and use of flashing tested and certified to ANSI/SPRI ES-1 still may not result in CBC code compliant installation.

Architects designing low-slope roofs subject to CBC 2010 1504.5 must now prepare engineering calculations demonstrating wind load resistance to the standards of that code, and specify only ANSI/SPRI ES-1 authorized flashings.  The ability to design a custom appearance may no longer be possible for small or low-budget projects.  This is a definite change to the visual design potential for the roof edge line.

Sources 

Understanding ANSI/SPRI ES-1 by Mark S. Graham, Professional Roofing Magazine, October 2009.
Wind Resistance of Custom Roof Edge Flashing by Tim Werbstein, ARCOM Newsletter, 2010.

 

 
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