...The problem is that the top of each wall does not want to move when the bottom does!....


Chances are the roof will leak as result of all the re-positioning so stripping it and re-nailing after squared might be a good thing.
Hey James.
Your going to need some new support piers place at the end of the pier then build from that solid baase. Either pillars made of cement of phone poles deep in the lake ttill they hit solid granite.
I'm out here in Ca. where we have earthquakes weekly. Also do a search on Earthquake retrofit / repair/ some but not ALL items will apply, but I think enough to bring you back in shape.
Here's links:
Earthquake Retrofitting, Foundation Bolting & Cripple Wall Bracing | Earthquake Safety
The Post to Beam Connection - Bay Area Retrofit
A Step-by-Step Guide to Retrofit Your Home for Earthquakes
Seismic Retrofit Guide 212 | Simpson Strong-Tie
Hey James.
Your going to need some new support piers place at the end of the pier then build from that solid baase. Either pillars made of cement of phone poles deep in the lake ttill they hit solid granite.
I'm out here in Ca. where we have earthquakes weekly. Also do a search on Earthquake retrofit / repair/ some but not ALL items will apply, but I think enough to bring you back in shape.
Here's links:
Earthquake Retrofitting, Foundation Bolting & Cripple Wall Bracing | Earthquake Safety
The Post to Beam Connection - Bay Area Retrofit
A Step-by-Step Guide to Retrofit Your Home for Earthquakes
Seismic Retrofit Guide 212 | Simpson Strong-Tie
I second what Cat_Driver has mentioned above. From past experience my 2 cents worth.
I mean no disrespect but have you considered hiring an experienced contractor who specializes in this sort of thing? Without knowing what your repair budget is, it would be difficult to try to estimate how best to proceed. You are working with a top heavy old balloon framed structure with no connection between the two outer walls at the water line. You are also dealing with a dynamic system in partial collapse. The first thing that should be done is stabilize the boathouse framing as it is with cross bracing horizontally and vertically so it will not collapse any further. The advice of all the others above is good and well intentioned but without being able to be sure of what has already been done and to what extent it has actually mitigated the collapsing cribs that advice is based on assumptions which may not be supportable.
If your cribbing has settled as much as you described, you are wasting your time trying to manipulate the framing above the water line until you permanently stabilize and reinforce the foundation on which it is sitting. That should be your first objective. It would be a shame to have the boathouse collapse not to mention someone getting hurt because the cribbing gave way after you had gotten the structure partway repaired.



OK, guys, here is a tough one for you. My 50' long, 100 year-old boathouse was sinking in to the lake at the end, but I have been able to replace enough of the (20' deep!) cribs on both sides so that the building is now up out of the water. BUT, it is crooked, and leaning. You can see in the photo where we tried hammering the walls to the right, hoping that the whole thing would move over, causing the whole boathouse to rotate a bit counterclockwise. And they did move (quite easily, actually). But only the bottom. (You can see where the side wall actually pulled away from the front wall.) Note that we have raised the wall a bit more since that photo, and in the Fall the water goes down quite a bit so we can walk on the crib joists. The second picture with yours truly shows this.
And because the end of the boathouse is 50' out into the water, we cannot simply attach a cable to the top corner and pull it sideways - there are no big trees growing out of the water LOL. This would be easy if the building was on land so I could just pull the top of the building over with a winch or what-not tied to a big tree.
It is so weird. I can hammer the bottom of both sides over, but the top does not want to come.
Any ideas, guys? Creative suggestions would be MUCH appreciated!
James
View attachment 604348
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The knee braces between the wall and the truss create a rigid moment connection. I would make some temporary braces for the walls with long enough screw jacks which allow enough adjustment and then remove the knee braces. Looks to me like the connection at the top of the wall would be considered a hinge. Looks like it would go right back in place. Maybe I’m missing something.
Fantastic building by the way!!!
So the Knee Braces are holding it in the crooked state? Disconnect them, straighten the building and then reconnect them in the plumb and square state? I wondered the same thing.
So the Knee Braces are holding it in the crooked state? Disconnect them, straighten the building and then reconnect them in the plumb and square state? I wondered the same thing.