Thanx again for all the input. I understand your reservations on committing to my untested, untried ideas. And I also understand that the work it would take to accuratly "polish" my raw ideas is beyond the scope of an internet forum. I coudn't possbly expect people to confidently back experimental construction plans for a guy they dont know and a garage they've never seen. And that would get scary if you did.
The conclusion I've come to is
a) my rafter tie rod idea will work for the garage strength issue. I thinks its better than the raised collar tie for the garage. Its bringing the low support on 4' centers the garage had originally(before collar ties were aised at all).
b)My rafter tie rod idea, where it must go through the live room, is too experimental to estimate the damage it will do to the isolation. Thats too risky to be worth trying
So, I'm done with this battle, but there were some things Steve said that I think might be inconsistant, and I hate leaving such a hard fight so uneasy.
While your rod idea would be structurally sound, it will also be a VERY good way to lose any isolation you might have gained with your double walls; think of these rods as very thick guitar strings, with multiple possible resonant nodes; because that's exactly what they are.
If you damp them where they pass thru walls, it's no different than touching a guitar string with your finger and plucking it somewhere else; all you do is change the frequency/number of nodes of the vibration (sound)
Im not saying your wrong about this, or even if you are wrong, Im not saying its a good idea, but...It seems to me there is a difference between putting your hand across a guitar neck and muffling the strings, and pushing on the string against the fret board with enough pressure to create a new endpoint of the string, hense creating a new fundamental frequency. Do you know what I mean, here?
Add identical "collar" ties to your other existing rafters, same height as existing, so that ALL rafters have these. You had an acceptable (but marginal by today's codes) roof frame BEFORE you changed it - you have a LESS than marginal frame AS IT IS NOW. The MINIMUM you should do is to add the missing ties on every second rafter.
I personally would STILL SISTER those rafters with 2x8's. Every single one. That is what I would do. The only OTHER thing I would do, if MORE money/time were available, is START OVER - either with a new roof, or with an entirely new building. This is because I don't believe in risking others' lives by experimenting. Period.
Then, inside the newly sistered and FULLY collar tied roof, you can build your new live room vaulted frame as you described, and hang your rock/insulation. -
The other inconsistency here that troubles me is that your recomendation to sister all ther rafters with 2x8 and add collar ties to all rafters is the same perscription as you gave me when I was looking into hanging the 3 layers of drywall off of the garage rafters with iso clips and hat channel AND possibly beefing up roof with 1 layer of drywall. And we even spoke of how that we could hold 4 layers, but we decided to play it safe at 3. Now, your saying I should do this to just hold the roof up at all, as is with no 3-4 layers and a layer for beef up. Would I have died then?
The only real reason I'm harping on this at all is because with the plan as is, I can't do exactly what you said because there is 2 rafters in the middle that the live room/control room wall intersects the space where the collar tie woud go. So I can do what you said, except, I'd have to have a 6' gap in the middle of the garage, without collar ties. I could still sister those with 2x8's, just the collat ties get in the way here. Is this possible? I cant help but think that adding low collar ties in the front part of this garage(first 3 rafters),instead of mstching raised, would be good for the garage in general. The ceilings here are 8.5 feet so lower ties are totally possible. Now if this is good, then I'd have to ask if it would compensate for the 6' gap in the middle. Maybe add purlins in gap area(i think its a purlin, a horizontal brace connecting rafters.)If this was OK, then I could do this, and I'd love it.
Actually, noticing this gap is what led me to that last spurt of kamikazee architecture, Maybe I asked the wrong question? Is it possible?
So, basically I learned there's an issue every way I turn.
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