Brace Wall Panels & Alternate Brace Wall Panels.

[Scott Townsend]

The Feedback I received on some plans has the following comments:

Identify all Brace Wall Panels @ min 4' and Alternate Brace Wall Panels less
then 4'
min 2'8" w/ hold downs min 1800 psf capacity shall be located within 8" of
each corner.

BWP/ABWP - min 3/8" ply w/28 @ 6" O/C edge 12" O/C Field


I think I have an Idea of what they mean but not sure.

So I just label BWP if there is a wall @ a corner that is 4' or more and
ABWP if the wall from the corner is less the 4'

More or less depending on placement of window/door, etc?

Is this correct?

Thanks,
Scott<-

[Paul Turvill]

Your interpretation is essentially correct. You will also have to call out
the proper holdowns at the ABWP locations.

Take a look at the Code Book in effect for your local jurisdiction. I can't
believe you'd be submitting plans for approval without having that reference
at your fingertips.
___

"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:42336108$1_3@newsprd01...

The Feedback I received on some plans has the following comments:

Identify all Brace Wall Panels @ min 4' and Alternate Brace Wall Panels
less then 4'
min 2'8" w/ hold downs min 1800 psf capacity shall be located within 8" of
each corner.

BWP/ABWP - min 3/8" ply w/28 @ 6" O/C edge 12" O/C Field

I think I have an Idea of what they mean but not sure.

So I just label BWP if there is a wall @ a corner that is 4' or more and
ABWP if the wall from the corner is less the 4'

More or less depending on placement of window/door, etc?

[Scott Townsend]

I like to Live Dangerously (-;

I have the Residential Construction Code book put out by our County, though
its not really laid out in any reasonable fashion. No Index or anything.

The closest thing I found was a Softwall Brace Detail.

So the Hold downs are the Simpson PHD2, HD8A and HT22 that I want connected
to a Post or Double Stud?

I'm guessing I'd use one on each wall coming from the Corner and at the Next
Opening for Window/door?

Thanks for your Help!
Scott<-

"Paul Turvill" <nospam@turvill.com> wrote in message
news:42336c74_3@newsprd01...

Your interpretation is essentially correct. You will also have to call
out the proper holdowns at the ABWP locations.

Take a look at the Code Book in effect for your local jurisdiction. I
can't believe you'd be submitting plans for approval without having that
reference at your fingertips.
___

"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:42336108$1_3@newsprd01...
The Feedback I received on some plans has the following comments:

Identify all Brace Wall Panels @ min 4' and Alternate Brace Wall Panels
less then 4'
min 2'8" w/ hold downs min 1800 psf capacity shall be located within 8"
of each corner.

BWP/ABWP - min 3/8" ply w/28 @ 6" O/C edge 12" O/C Field

I think I have an Idea of what they mean but not sure.

So I just label BWP if there is a wall @ a corner that is 4' or more and
ABWP if the wall from the corner is less the 4'

More or less depending on placement of window/door, etc?

[Paul Turvill]

You should be able to find everything you need to know in the section of
your code dealing with Lateral Design (wind and/or seismic). Sorry, but
other than that, a public AutoCAD newsgroup just isn't an appropriate place
for instruction in the details of building design, especially since code
requirements and interpretations vary with jurisdiction. The references you
mention sound like they're from the 1997 UBC, which has been superceded in
many jurisdictions. However, I'm sure if you ask, your local Building
Official will be happy to cite the exact Code section and paragraph for you
to study. The Simpson catalog will also give you a variety of solutions,
once you know what capacity holdowns you need.
___

"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:423371cb$1_2@newsprd01...

I have the Residential Construction Code book put out by our County,
though its not really laid out in any reasonable fashion. No Index or
anything.

[Scott Townsend]

Thank you for your input.

I think my book is a bit Old. I bought it about 4 Years ago. I'll see
about getting a new one. (-;

Thanks again.

Scott<-
"Paul Turvill" <nospam@turvill.com> wrote in message
news:4233896d$1_2@newsprd01...

You should be able to find everything you need to know in the section of
your code dealing with Lateral Design (wind and/or seismic). Sorry, but
other than that, a public AutoCAD newsgroup just isn't an appropriate
place for instruction in the details of building design, especially since
code requirements and interpretations vary with jurisdiction. The
references you mention sound like they're from the 1997 UBC, which has
been superceded in many jurisdictions. However, I'm sure if you ask, your
local Building Official will be happy to cite the exact Code section and
paragraph for you to study. The Simpson catalog will also give you a
variety of solutions, once you know what capacity holdowns you need.
___

"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:423371cb$1_2@newsprd01...

I have the Residential Construction Code book put out by our County,
though its not really laid out in any reasonable fashion. No Index or
anything.

[Paul Turvill]

I'd say that the two holdowns surrounding the opening in the right-hand
(east?) wall are redundant. Other than that the callouts are probably OK.
The only one who can say for sure, however, is your local Building Official.
___

"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:4234b242_3@newsprd01...

Was wondering if you could take a Quick look at this. I think this is
what they were referring to.

[Scott Townsend]

Thanks for the Input!

I hopefully should be submitting the plans for a permit this week! Wish
me luck!

Thanks again!

Scott<-
"Paul Turvill" <nospam@turvill.com> wrote in message
news:4234e818_1@newsprd01...

I'd say that the two holdowns surrounding the opening in the right-hand
(east?) wall are redundant. Other than that the callouts are probably OK.
The only one who can say for sure, however, is your local Building
Official.
___

"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:4234b242_3@newsprd01...
Was wondering if you could take a Quick look at this. I think this is
what they were referring to.

[A guy named Joe]

I work for a lumber company where our main focus is designing and
fabricating trusses and wall panels. Within the last few months the issue of
wall bracing has taken a few different paths as far as types and locations
of bracing. The biggest change is the addition of engineered shear wall
panels for the short walls to either side of the garage door and for walls
over ten feet tall (this is all for residential BTW). We have been to almost
every meeting put on by the local building officials (we are in Ohio) and
also by Simpson Strongtie (they sell pre-fab shear panels) and what I can
tell you is that each and every lecture we have been to has had a different
way that they want to see things done.

Our biggest problem to date is trying to educate the building inspectors on
the correct ways to brace a wall line (according to the IRC).


"Scott Townsend" <scott-i@.-N0-SPAMplease.enm.com> wrote in message
news:42336108$1_3@newsprd01...

The Feedback I received on some plans has the following comments:

Identify all Brace Wall Panels @ min 4' and Alternate Brace Wall Panels
less
then 4'
min 2'8" w/ hold downs min 1800 psf capacity shall be located within 8" of
each corner.

BWP/ABWP - min 3/8" ply w/28 @ 6" O/C edge 12" O/C Field


I think I have an Idea of what they mean but not sure.

So I just label BWP if there is a wall @ a corner that is 4' or more and
ABWP if the wall from the corner is less the 4'

More or less depending on placement of window/door, etc?

Is this correct?

Thanks,
Scott<-