Datonedavid
Structural
- Apr 15, 2024
- 4
Hi, Everyone.
I got a client who has a factory who wants to remodel the second floor to grow cannabis.
In terms of Live load I think the description best meets a greenhouse which would would rate it at 125 PSF.
When I asked the client how much their plant weighs(soil,plant,and water combined), the amount of plants in the room, and the area of the room it comes out to 4 PSF.
I spoke with building official and he said that he would entertain a "rational" live load reduction proposal under Section 1607.12.2.1 of the IBC.
But I'm unsure what qualifies as rational approach pertains.
Would love to hear your guys thoughts on what the correct live load should be and reasoning.
Thank you for your time.
I got a client who has a factory who wants to remodel the second floor to grow cannabis.
In terms of Live load I think the description best meets a greenhouse which would would rate it at 125 PSF.
When I asked the client how much their plant weighs(soil,plant,and water combined), the amount of plants in the room, and the area of the room it comes out to 4 PSF.
I spoke with building official and he said that he would entertain a "rational" live load reduction proposal under Section 1607.12.2.1 of the IBC.
But I'm unsure what qualifies as rational approach pertains.
Would love to hear your guys thoughts on what the correct live load should be and reasoning.
Thank you for your time.