I know where I stand on this topic, but I'm interested in hearing other opinions and seeing if I'm wrong.
An existing, one-story, 35+ year old building that is a Seismic Risk Category IV building was not build to resist lateral loads. The building is being altered under a Level III alteration in the International Existing Building Code (IEBC), and is not required to be structurally braced nor is the sprinkler system required to be retrofit with seismic bracing.
My question is, is there any benefit to bracing a fire sprinkler system where the building is not structurally built to resist lateral loads?
Posted anonymously for discussion. Discuss This | Submit Your Question | Subscribe
Subscribe and learn something new each day:
Thank You to Our Top September Contributors!
Sprinkler Designer or Engineer?
Get all of our tools, including the Sprinkler Database, Friction Loss Calculator, Fire Pump Analyzer and more:
Daily discussion questions are open-ended questions posed by members for the benefit of sharing expertise and learning from other perspectives. Join as a member here.
2019 PE Prep Guide
PE Prep Series
(Click to enlarge)
Visit July-October for daily Fire Protection PE Exam sample questions.
Solutions are posted the day after posting.
Comment with your solutions, questions or clarifications.
Please note that questions posted are unofficial and in accordance with NCEES rules are intended to be similar to actual exam questions, not actual exam questions themselves.