Partially Open Building Wind Loads

[SC_ENG]

Hello Everyone,

I am designing program building currently that has a small enclosed section but mainly consists of an open pad with a gable roof (I attached a quick sketch to this post). I've mainly looked at he wind through Figure 28.4-1 of ASCE 7-10 but I a looking for guidance for how to go about finding any loads applying uplift on the roof. Does anyone have any tips, tricks, or references I could use?

[URL unfurl="true"]https://res.cloudinary.com/engineering-com/image/upload/v1672177800/tips/Program_Building_Rough_Sketch_tnw1zg.pdf[/url]

 

[EireChch]

search the forum, its not my skill but I have seen it discussed many times

 

[JedClampett]

[sup]Go to forum507[/sup]

 

[NOLAscience]

Think about this advice re: fire sprinklers may be required under that canopy

https://www.meyerfire.com/blog/are-...-a-canopy?mc_cid=455f91f757&mc_eid=e6b516bab3