See this started out a garage and the garage mentality has not modified the want for an acoustic environment. And you will or hopefully can, forgive me when I ask or give statements that may not seem fit to you as the builder/contractor/owner whichever it is.
As you were already told you missed a HUGE opportunity to isolate the slabs, interior from the exterior. But I will take that even a few steps farther. It would not have made any significant change in the structure to pour the footing and lay a poured block foundation. Once that poured block foundation was in place you have the exterior dimensions to pour the interior slab, with no direct contact to the exterior.
But even beyond that not only was this "attempt" not approached, the slab is so tied together with rebar that there is no way you will ever get the exterior side of the structure out of the interior side, why was that done? And don't give me that California stuff like rebar is going to modify the ability of concrete to withstand an earthquake. If that were true the whole structure would be concrete and rebar.
I will submit a few more things before I move on to the reason my knees jerked, if you will
That roof is completely un-braced. You are not only not ready for an inspection you are fooling yourself if you think that it will pass. Granted the process may be different due to regional administration tactics, but the plumbing/electrical/HVAC gets signed off before a final framing inspection.
Why you ask? Because of the loads placed on the structure. Again, you guys may have a three step framing inspection, which just goes to show why Californians and the delegates that choose or were chosen to represent her have California in the situation they are currently in.
Let me preach on...
Balloon framing has long since gone out of style and is outlawed. Typical platform or western framing is the standard. No big secret why since you effectively create a chimney that air/fire can pass through unrestricted into the upper areas of the structure allowing that fire to spread.beau wrote:... The plans called for "balloon framing" walls on the front and back because of the height of the building, the front and rear walls could act like large sails and destroy the structure.
To add more mass with a "sistered" stud only adds to the potential for this weather beaten wall to shift, other than that it will do little. I refer you back to the roof bracing that has not been seen as of yet but will also submit a simple solution.
If you guys would have actually been building an acoustic environment instead of a garage (and we have not even addressed the reduced TL that the roll up door is going to produce) your, for lack of a better term, architect would have suggested a vaulted ceiling that is supported with poles embedded in the Earth that would have supported the roof and added the shear ability to the structure.
That said...it is not uncommon for a gable ended roof to be braced and to have the ability to support said roof against inclement weather.
I submit to you I live in Hurricane alley and have worked on gable houses for decades with no loss. Saving a falling tree or twelve:)