A few weeks ago I asked about shop sheeting. I was given the advice that made me rethink the project.
Sooooo .... with some luck I have a better plan. Still not perfect but better. I still have a number of details I need help with.
Overview .... I have a 3500 sq ft monolithic poured pad ... thickened edge with a 24" x 24" grid of rebar throughout the pad (52 x 64 plus a small entry way kicked out). I know this was a mistake ... I got talked into it by three "experts" (concrete contractor, excavator and framer) who were building my house at the time. Unfortunately it is in and I must use it.
One problem is it has cracks and I know it is still moving. Because it has rebar, it has not displaced but I ground all the cracks out two years ago .. patched them ... the patches have all popped out.
I am planning on putting one row of split face block down. This should keep the sill out of the water. I will drill holes every 6 ft or so and epoxy threaded rod into them. This will hold the mud sill onto the blocks.
I had planned on putting down the blocks with mortar but with the pad shifting, I think I will just end up with cracks in joints all over (been there, done that even with reinforcing between layers). So I am now thinking I should use Sika urethane glue. Three only force is straight down. Really the glue is more of a sealant than anything. I called the factory and they said it would be OK.
I am planning to build a standard building ... 2 x 6 construction ... 16 ft high walls .... 7/16 OSB sheeting ... tyvek.
First problem .... how to end sheeting at bottom. I drew a quick sketch (attached) of three ways. The first way runs the sheeting down over both sills ... this would be the strongest but the OSB is exposed under the edge of the Hardie (Hardie hands over by min 1"). Second way leave the mud sill a bit wider ... let the sheeting sit on it. Now as strong but pressure treat sill only exposed ... plus easier to put up since I can let the sheet sit on the sill while putting it up. Third, could run the sheet only to the wall sill (not the mud sill) ... then use a strip of pressure treat to pull in the house wrap tot he mud sill and pop out the bottom plank.
Now we get to the window detail .... to save money, I want to use "standard" windows. This unfortunately means I have to deal with an integrated J channel ("stock" Lowe's windows are $240 ... any change and the price jumps to over $400 ... times 12 windows).
I have two drawings ... the first shows the problem I am having with figuring out the casing. The left side it shows 1 x ??? casing (3/4" thick) ... J channel is exposed. The next shows 5/4 x ??? (1" think) trim ... just at the edge of the J channel. Next, 5/4 x ??? with 3/4" strips of pressure treated plywood behind it. The problem here is the Hardie siding hits the plywood rather than the trim. The last shows 5/4 x ??? trim with 3/4" plywood under it and also 3/4" thick strips on each stud (on top of the sheeting and wrap) popping out the Hardie siding.
The last idea (3/4" strips of plywood) under the trim and siding would give the drainage plane you guys talked about (think Neil talked about it). It will add about $500 to the project but still lets me use the cheaper windows (standard windows $2800 vs custom $4800).
Attached is one final drawing ... if I strap everything to pop out the trim and siding, I have no idea how to trim the bottom of the window. I drew it as flat casing ... just because I can go with Hardie trim. I would like to use a sill that directs water away but I don't think I can do this with Hardie.
WOW ... lots there .... I am hoping you guys can check me on all this and give me some direction.
Thanks ..... Mike
View attachment test_compressed.pdf
View attachment WALL_BASE_001.pdf
View attachment window_casing_001.pdf
View attachment window_casing_002.pdf
Sooooo .... with some luck I have a better plan. Still not perfect but better. I still have a number of details I need help with.
Overview .... I have a 3500 sq ft monolithic poured pad ... thickened edge with a 24" x 24" grid of rebar throughout the pad (52 x 64 plus a small entry way kicked out). I know this was a mistake ... I got talked into it by three "experts" (concrete contractor, excavator and framer) who were building my house at the time. Unfortunately it is in and I must use it.
One problem is it has cracks and I know it is still moving. Because it has rebar, it has not displaced but I ground all the cracks out two years ago .. patched them ... the patches have all popped out.
I am planning on putting one row of split face block down. This should keep the sill out of the water. I will drill holes every 6 ft or so and epoxy threaded rod into them. This will hold the mud sill onto the blocks.
I had planned on putting down the blocks with mortar but with the pad shifting, I think I will just end up with cracks in joints all over (been there, done that even with reinforcing between layers). So I am now thinking I should use Sika urethane glue. Three only force is straight down. Really the glue is more of a sealant than anything. I called the factory and they said it would be OK.
I am planning to build a standard building ... 2 x 6 construction ... 16 ft high walls .... 7/16 OSB sheeting ... tyvek.
First problem .... how to end sheeting at bottom. I drew a quick sketch (attached) of three ways. The first way runs the sheeting down over both sills ... this would be the strongest but the OSB is exposed under the edge of the Hardie (Hardie hands over by min 1"). Second way leave the mud sill a bit wider ... let the sheeting sit on it. Now as strong but pressure treat sill only exposed ... plus easier to put up since I can let the sheet sit on the sill while putting it up. Third, could run the sheet only to the wall sill (not the mud sill) ... then use a strip of pressure treat to pull in the house wrap tot he mud sill and pop out the bottom plank.
Now we get to the window detail .... to save money, I want to use "standard" windows. This unfortunately means I have to deal with an integrated J channel ("stock" Lowe's windows are $240 ... any change and the price jumps to over $400 ... times 12 windows).
I have two drawings ... the first shows the problem I am having with figuring out the casing. The left side it shows 1 x ??? casing (3/4" thick) ... J channel is exposed. The next shows 5/4 x ??? (1" think) trim ... just at the edge of the J channel. Next, 5/4 x ??? with 3/4" strips of pressure treated plywood behind it. The problem here is the Hardie siding hits the plywood rather than the trim. The last shows 5/4 x ??? trim with 3/4" plywood under it and also 3/4" thick strips on each stud (on top of the sheeting and wrap) popping out the Hardie siding.
The last idea (3/4" strips of plywood) under the trim and siding would give the drainage plane you guys talked about (think Neil talked about it). It will add about $500 to the project but still lets me use the cheaper windows (standard windows $2800 vs custom $4800).
Attached is one final drawing ... if I strap everything to pop out the trim and siding, I have no idea how to trim the bottom of the window. I drew it as flat casing ... just because I can go with Hardie trim. I would like to use a sill that directs water away but I don't think I can do this with Hardie.
WOW ... lots there .... I am hoping you guys can check me on all this and give me some direction.
Thanks ..... Mike
View attachment test_compressed.pdf
View attachment WALL_BASE_001.pdf
View attachment window_casing_001.pdf
View attachment window_casing_002.pdf