diegotorres2020
Structural
- Nov 19, 2020
- 6
Hey everyone. I'm seeking guidance on design loads for a roof patio. The structure is existing and this is part of a tenant improvement design, and the roof is pre-engineered wood trusses at 2ft o.c. and about 3 inches of roof material. The architect is calling for a 26ft Dia "zen garden" probably 3 inches of sand, and then a glass floor over it which will be the flooring for the bar area. In the middle of that "Zen Garden" they are also calling a 10 foot tall tree in a 3 feet dia planter. I'm having issues estimating the weight that's going to go on this roof. The roof was previously designed for a 50 psf DL and your typical 100 LL for assembly space. I have been all over the internet trying to get an idea of what the weight of the glass, and the weight of the tree will be. Would you also assume that the tree has wind loads affecting the MWFRS. Any advice or idea where i can find more info, let me know. Thanks!