jcb683
Civil/Environmental
- Mar 31, 2018
- 3
I am trying to get a retro-active "garage" building permit approved through the city of Dunsmuir CA. See attached pic for "garage." I am trying to figure out what Occupancy Category > Importance Factor to use for snow loads of 70 psf on a garage roof. The structure needs some modifications for shear loading as well since the blocking is toe-nailed between the 4x4 studs, but only serves compression in one lateral direction per wall with no lateral resistance along the entrance to the structure.
The owners built the structure with torque type star head screws, not nails, so I don't know if I need to tell them to rebuild the whole thing with nails or not.
Any structural modification suggestions are welcome.
The owners built the structure with torque type star head screws, not nails, so I don't know if I need to tell them to rebuild the whole thing with nails or not.
Any structural modification suggestions are welcome.