Well, MasterFormat does indeed carry section number and title for this.
Division 8
08 44 26, Structural Glass Curtain Walls, Includes: structural glass walls and tensile curtain walls.
and
08 44 26.19 for Point Supported Structural Glass
MasterFormat puts canopies squarely in 10 73 16. Though if the canopy was integrated with or the same type construction as the entrance or curtain wall it covers, I would put it into division 8.
The majority of these kinds of systems for a full wall are insulated glazing units, it can’t be otherwise. The same for the skylight versions . If you are seriously thinking of doing something that is more than just an incidental application (meaning its more than just a small canopy, entrance system, or an interior wall), then you need to be able to engineer the performance requirements, or work with a fabricator that can engineer them.
One of my projects, US Coast Guard HQ in DC (completed in 2013) has 3 of the very cutting edge type systems, all 3 systems using insulated units … a point supported curtain wall that spans the very large entrance lobby, a cable net curtain wall system that runs down one side of the major lobby area, and over the entire huge lobby area, a point supported skylight system (which is actually a blend of point support system and cable net).
If you go to http://www.wdgarch.com/portfolio/projects/us-coast-guard-headquarters you will see the main entrance eventually scroll around. There are 2 images view of the entrance area, one far away, one closer. That’s the point supported wall. In the closer image you can see through the glass and note that there is light coming from glass over the lobby area further inside, thats the skylight. There is no view of the cable net wall which is the one wall you can’t see at all outside or through the inside of the close view.
My preferred working partner is Sentech Architectural Systems http://www.sentechas.com/ as they have given me the quickest responses and have good answers for my project architect’s numerous questions. Novum is also very good, but the working relationship is more difficult since they want to be guaranteed that they get the project - unless they have changed their strategy in the past year. Another is Pilkington, though I have never worked with them.
The Sentech site has general information about their systems. For instance, we are talking about limitations on size of insulated glass units ranging from 12 to 15 feet on a side…and that limitations relates to the kind of coating used, pyrolytic or sputter. And they have good images of their projects.
I would not hesitate to work with any of those.
I have done numerous small scale canopies and store front entrances that are point supported and handled that easily working with manufacturers like CR Laurence to make recommendations about specific anchorages, sizes, etc. But when you get to a true structural glass wall, you need someone with major engineering capabilities, even alloy selection for the connectors is critical.