I’ll put on my AHJ hat. I’d do the whole routine of course. I’d want to hear from a structural P.E. that the loads are ok, especially point loads. I would not be surprised if similar to lightweight z-purloin steel buildings, the hangers and seismic bracing have spacing reduced below maximums in 13. To repeat, I’d listen carefully to the structural P.E.
Best. Bruce Verhei > On Jul 24, 2018, at 15:26, Sharon Alves <[email protected]> wrote: > > So, nothing extraordinary? I’m thinking wood joist criteria? I don’t know > yet how deep the wood is, but I’m thinking it is 12” deep. > >> On Jul 24, 2018, at 3:16 PM, Timothy Goins <[email protected]> wrote: >> >> Years ago in Weslaco, Texas. We called them honeycomb roofs. They are great >> and very sturdy and open, good for warehouses. First came here during and >> after the great wars via a German engineer. >> >> And I will give them one heart, and I will put a new spirit within you; and >> I will take the stony heart out of their flesh, and will give them an heart >> of flesh >> Eze 11:19 >> >>> On Jul 24, 2018, at 4:58 PM, Sharon Alves <[email protected]> >>> wrote: >>> >>> I have been asked to provide a design for a gymnasium retrofit. The >>> gymnasium has a lamella roof system. I have never seen this before. >>> >>> I was wondering if anyone in the forum has had experience with a lamella >>> roof. >>> >>> -- >>> Sharon Alves >>> [email protected] >>> 530-205-7678 >>> _______________________________________________ >>> Sprinklerforum mailing list >>> [email protected] >>> http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org >> _______________________________________________ >> Sprinklerforum mailing list >> [email protected] >> http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org > _______________________________________________ > Sprinklerforum mailing list > [email protected] > http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
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