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Posted by Dan Deckert on February 18, 2007, 12:25 am
: quoted-printable
30x50x16high wood framed shop. (2x6 rough cut lumber framed walls)
Friend wants to delete the intermediate horizontal wall framing between =
the vertical studs. Spacing is currently at=20
5' o/c between plates in the vertical plane. They've decided on steel =
sheeting for side/end walls. Diagonal 2x6 bracing from top to bottom is =
still in place and placed at the face of the exterior by cutting into =
face of vertical studs.=20
Query 1.
Their desire is to replace the intermediate framing with a 1x4 on the =
exterior face of the vertical studs at the same elevation as the =
intermediate framing and fasten the steel sheets to the 1x4's. =
IE:sheeting girts =20
Albeit the wall depth is increased to 7", anyone see a structural =
problem with this?
Query 2.
In lieu of the inset 2x6 diagonal bracing into the vertical wall studs, =
what about substituting metal banding that's screwed/nailed to the face =
of the studs (interior and or exterior [mutltiple?]) that would =
wrap/fasten to the upper & lower plates? As in diagonal brace rods in a =
PEB?=20
Sort of a mix between a PEB and wood framed structure...............
Plz don't delve into;=20
a.. hurricane strapping
b.. proper seismic tie ins
c.. footing details
d.. interior design/mechanics/usage
e.. insulation factors=20
f.. rafter framing
g.. building usage
h.. dimensional sizes
i.. codes
Not trying to be a wise acre here but .....everything here is very =
loose, metaphorically speaking..............
Dan
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<DIV><FONT face=3DArial size=3D2>30x50x16high wood framed shop. (2x6 =
rough cut=20
lumber framed walls)</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Friend wants to delete the =
intermediate=20
horizontal wall framing between the vertical studs. Spacing is currently =
at=20
</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>5' o/c between plates in the =
vertical plane.=20
They've decided on steel sheeting for side/end walls. Diagonal 2x6 =
bracing from=20
top to bottom is still in place and placed at the face of the exterior =
by=20
cutting into face of vertical studs. </FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Query 1.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Their desire is to replace the =
intermediate framing=20
with a 1x4 on the exterior face of the vertical studs at the same =
elevation as=20
the intermediate framing and fasten the steel sheets to the 1x4's. =
IE:sheeting=20
girts </FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Albeit the wall depth is increased to =
7", anyone=20
see a <STRONG><EM>structural</EM></STRONG> problem with =
this?</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Query 2.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>In lieu of the inset 2x6 diagonal =
bracing into the=20
vertical wall studs, what about substituting metal banding that's =
screwed/nailed=20
to the face of the studs (interior and or exterior =
[mutltiple?]) that=20
would wrap/fasten to the upper & lower plates? As in diagonal =
brace=20
rods in a PEB? </FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Sort of a mix between a PEB and wood =
framed=20
structure...............</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Plz don't delve into; =
</FONT></DIV>
<UL>
<LI><FONT face=3DArial size=3D2>hurricane strapping</FONT></LI>
<LI><FONT face=3DArial size=3D2>proper seismic tie ins</FONT></LI>
<LI><FONT face=3DArial size=3D2>footing details</FONT></LI>
<LI><FONT face=3DArial size=3D2>interior =
design/mechanics/usage</FONT></LI>
<LI><FONT face=3DArial size=3D2>insulation factors</FONT> </LI>
<LI><FONT face=3DArial size=3D2>rafter framing</FONT></LI>
<LI><FONT face=3DArial size=3D2>building usage</FONT></LI>
<LI><FONT face=3DArial size=3D2>dimensional sizes</FONT></LI>
<LI><FONT face=3DArial size=3D2>codes</FONT></LI></UL>
<DIV><FONT face=3DArial size=3D2>Not trying to be a wise acre here but=20
.....everything here is very loose, metaphorically=20
speaking..............</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Dan</FONT></DIV></BODY></HTML>
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Posted by Bobk207 on February 18, 2007, 1:15 am
> 30x50x16high wood framed shop. (2x6 rough cut lumber framed walls)
> Friend wants to delete the intermediate horizontal wall framing between the
vertical studs. Spacing is currently at
> 5' o/c between plates in the vertical plane. They've decided on steel sheeting
for side/end walls. Diagonal 2x6 bracing from top to bottom is still in place
and placed at the face of the exterior by cutting into face of vertical studs.
>
> Query 1.
> Their desire is to replace the intermediate framing with a 1x4 on the exterior
face of the vertical studs at >the same elevation as the intermediate framing
and fasten the steel sheets to the 1x4's. IE:sheeting girts
> Albeit the wall depth is increased to 7", anyone see a structural problem with
this?
>
> Query 2.
> In lieu of the inset 2x6 diagonal bracing into the vertical wall studs, what
about substituting metal banding that's screwed/nailed to the face of the studs
(interior and or exterior [mutltiple?]) that would wrap/fasten to the upper &
lower plates? As in diagonal brace rods in a PEB?
>
> Sort of a mix between a PEB and wood framed structure...............
>
> Plz don't delve into;
> a.. hurricane strapping
> b.. proper seismic tie ins
> c.. footing details
> d.. interior design/mechanics/usage
> e.. insulation factors
> f.. rafter framing
> g.. building usage
> h.. dimensional sizes
> i.. codes
> Not trying to be a wise acre here but .....everything here is very loose,
metaphorically speaking..............
>
> Dan
Not trying to be a wise acre here but .....since everything there is
very loose,
And you don't want to delve into;
a.. hurricane strapping
b.. proper seismic tie ins
c.. footing details
d.. interior design/mechanics/usage
e.. insulation factors
f.. rafter framing
g.. building usage
h.. dimensional sizes
i.. codes
And you don't give the location of the "shop"....... I guess you can
do pretty much whatever you want.
btw what is "intermediate horizontal wall framing" ?
cheers
Bob
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Posted by Michael Bulatovich on February 18, 2007, 8:18 am
>> 30x50x16high wood framed shop. (2x6 rough cut lumber framed walls)
>> Friend wants to delete the intermediate horizontal wall framing between
>> the vertical studs. Spacing is currently at
>> 5' o/c between plates in the vertical plane. They've decided on steel
>> sheeting for side/end walls. Diagonal 2x6 bracing from top to bottom is
>> still in place and placed at the face of the exterior by cutting into
>> face of vertical studs.
>>
>> Query 1.
>> Their desire is to replace the intermediate framing with a 1x4 on the
>> exterior face of the vertical studs at >the same elevation as the
>> intermediate framing and fasten the steel sheets to the 1x4's.
>> IE:sheeting girts
>> Albeit the wall depth is increased to 7", anyone see a structural problem
>> with this?
>>
>> Query 2.
>> In lieu of the inset 2x6 diagonal bracing into the vertical wall studs,
>> what about substituting metal banding that's screwed/nailed to the face
>> of the studs (interior and or exterior [mutltiple?]) that would
>> wrap/fasten to the upper & lower plates? As in diagonal brace rods in a
>> PEB?
>>
>> Sort of a mix between a PEB and wood framed structure...............
>>
>> Plz don't delve into;
>> a.. hurricane strapping
>> b.. proper seismic tie ins
>> c.. footing details
>> d.. interior design/mechanics/usage
>> e.. insulation factors
>> f.. rafter framing
>> g.. building usage
>> h.. dimensional sizes
>> i.. codes
>> Not trying to be a wise acre here but .....everything here is very loose,
>> metaphorically speaking..............
>>
>> Dan
>
> Not trying to be a wise acre here but .....since everything there is
> very loose,
>
> And you don't want to delve into;
>
> a.. hurricane strapping
> b.. proper seismic tie ins
> c.. footing details
> d.. interior design/mechanics/usage
> e.. insulation factors
> f.. rafter framing
> g.. building usage
> h.. dimensional sizes
> i.. codes
>
> And you don't give the location of the "shop"....... I guess you can
> do pretty much whatever you want.
>
> btw what is "intermediate horizontal wall framing" ?
I think he means 'blocking' or 'fire-stopping'.
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Posted by nospam on February 18, 2007, 10:21 am
: quoted-printable
well, I agree with the other response -
seeing as how you don't want to be told about
a.. hurricane strapping=20
b.. proper seismic tie ins=20
c.. footing details=20
d.. interior design/mechanics/usage=20
e.. insulation factors =20
f.. rafter framing=20
g.. building usage=20
h.. dimensional sizes=20
i.. codes
or any other "structural" matters pertinent to your question,
i suppose you've excluded pretty much any comments regarding
your situation.
why did you even bother posting ?
30x50x16high wood framed shop. (2x6 rough cut lumber framed walls)
Friend wants to delete the intermediate horizontal wall framing =
between the vertical studs. Spacing is currently at=20
5' o/c between plates in the vertical plane. They've decided on steel =
sheeting for side/end walls. Diagonal 2x6 bracing from top to bottom is =
still in place and placed at the face of the exterior by cutting into =
face of vertical studs.=20
Query 1.
Their desire is to replace the intermediate framing with a 1x4 on the =
exterior face of the vertical studs at the same elevation as the =
intermediate framing and fasten the steel sheets to the 1x4's. =
IE:sheeting girts =20
Albeit the wall depth is increased to 7", anyone see a structural =
problem with this?
Query 2.
In lieu of the inset 2x6 diagonal bracing into the vertical wall =
studs, what about substituting metal banding that's screwed/nailed to =
the face of the studs (interior and or exterior [mutltiple?]) that would =
wrap/fasten to the upper & lower plates? As in diagonal brace rods in a =
PEB?=20
Sort of a mix between a PEB and wood framed structure...............
Plz don't delve into;=20
a.. hurricane strapping=20
b.. proper seismic tie ins=20
c.. footing details=20
d.. interior design/mechanics/usage=20
e.. insulation factors =20
f.. rafter framing=20
g.. building usage=20
h.. dimensional sizes=20
i.. codes
Not trying to be a wise acre here but .....everything here is very =
loose, metaphorically speaking..............
Dan
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<STYLE></STYLE>
</HEAD>
<BODY bgColor=3D#c0c0c0>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>well, I agree with the other response -</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>seeing as how you don't want to be told =
about</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV>
<UL>
<LI><FONT face=3DArial size=3D2>hurricane strapping</FONT>=20
<LI><FONT face=3DArial size=3D2>proper seismic tie ins</FONT>=20
<LI><FONT face=3DArial size=3D2>footing details</FONT>=20
<LI><FONT face=3DArial size=3D2>interior design/mechanics/usage</FONT> =
<LI><FONT face=3DArial size=3D2>insulation factors</FONT> =20
<LI><FONT face=3DArial size=3D2>rafter framing</FONT>=20
<LI><FONT face=3DArial size=3D2>building usage</FONT>=20
<LI><FONT face=3DArial size=3D2>dimensional sizes</FONT>=20
<LI><FONT face=3DArial size=3D2>codes</FONT></LI></UL></DIV>
<DIV><FONT size=3D2>or any other "<FONT=20
face=3DArial><STRONG><EM>structural" =
</EM></STRONG></FONT><FONT=20
face=3D"Courier New">matters pertinent to your =
question,</FONT></FONT></DIV>
<DIV><FONT size=3D2>i suppose you've excluded pretty much any comments=20
regarding</FONT></DIV>
<DIV><FONT size=3D2>your situation.</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>why did you even bother posting ?</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<BLOCKQUOTE dir=3Dltr=20
style=3D"PADDING-RIGHT: 0px; PADDING-LEFT: 5px; MARGIN-LEFT: 5px; =
BORDER-LEFT: #000000 2px solid; MARGIN-RIGHT: 0px">
<DIV>"Dan Deckert" <<A=20
message <A=20
=
0rYnZ2dnUVZ_rylnZ2d@owt.com</A>...</DIV>
<DIV><FONT face=3DArial size=3D2>30x50x16high wood framed shop. (2x6 =
rough cut=20
lumber framed walls)</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Friend wants to delete the =
intermediate=20
horizontal wall framing between the vertical studs. Spacing is =
currently at=20
</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>5' o/c between plates in the =
vertical plane.=20
They've decided on steel sheeting for side/end walls. Diagonal 2x6 =
bracing=20
from top to bottom is still in place and placed at the face of the =
exterior by=20
cutting into face of vertical studs. </FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Query 1.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Their desire is to replace the =
intermediate=20
framing with a 1x4 on the exterior face of the vertical studs at the =
same=20
elevation as the intermediate framing and fasten the steel sheets to =
the=20
1x4's. IE:sheeting girts </FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Albeit the wall depth is increased to =
7", anyone=20
see a <STRONG><EM>structural</EM></STRONG> problem with =
this?</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Query 2.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>In lieu of the inset 2x6 diagonal =
bracing into=20
the vertical wall studs, what about substituting metal banding that's=20
screwed/nailed to the face of the studs (interior and or exterior =
[mutltiple?]) that would wrap/fasten to the upper & =
lower=20
plates? As in diagonal brace rods in a PEB? </FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Sort of a mix between a PEB and wood =
framed=20
structure...............</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Plz don't delve into; =
</FONT></DIV>
<UL>
<LI><FONT face=3DArial size=3D2>hurricane strapping</FONT>=20
<LI><FONT face=3DArial size=3D2>proper seismic tie ins</FONT>=20
<LI><FONT face=3DArial size=3D2>footing details</FONT>=20
<LI><FONT face=3DArial size=3D2>interior =
design/mechanics/usage</FONT>=20
<LI><FONT face=3DArial size=3D2>insulation factors</FONT> =20
<LI><FONT face=3DArial size=3D2>rafter framing</FONT>=20
<LI><FONT face=3DArial size=3D2>building usage</FONT>=20
<LI><FONT face=3DArial size=3D2>dimensional sizes</FONT>=20
<LI><FONT face=3DArial size=3D2>codes</FONT></LI></UL>
<DIV><FONT face=3DArial size=3D2>Not trying to be a wise acre here but =
.....everything here is very loose, metaphorically=20
speaking..............</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial =
size=3D2>Dan</FONT></DIV></BLOCKQUOTE></BODY></HTML>
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Posted by Dan Deckert on February 18, 2007, 11:26 pm
: quoted-printable
well, I agree with the other response -
seeing as how you don't want to be told about
a.. hurricane strapping=20
b.. proper seismic tie ins=20
c.. footing details=20
d.. interior design/mechanics/usage=20
e.. insulation factors =20
f.. rafter framing=20
g.. building usage=20
h.. dimensional sizes=20
i.. codes
or any other "structural" matters pertinent to your question,
i suppose you've excluded pretty much any comments regarding
your situation.
why did you even bother posting ?
I'll tell you why;
Because I only needed answers to the original =
questions!!!!!!!!!!!!!!!!!!!! =20
I don't need, nor require, answers to extraneous/frivolous queries =
pertaining to any who, what, why, suppositions. I thought the questions =
would be extremely simple for people that build with wood, but perhaps I =
was wrong.=20
A simple wall, different framing details, end of story! Not asking for =
loads for wind, snow, siesmic, etc. 2 questions, end of =
story..................I know what works with steel, I'm not fully =
cognizant with what works for wood, henceforth, my 2 =
questions.............................
In the event you're one of those individuals that needs a picture, =
plz. respond with an address. I can send one to you as a jpg, bmp, gif, =
wmf, cdr, png, psd, pdd, rle, dib, eps, psb, pcx, pdp, raw, pct, pict, =
pxr, pbm, pgm, ppm, pnm, pdf, sct, tga, vda, icg, vst, tif, tiff, dwg, =
dwf, skp, skb, 3ds, zip, rar, mpeg, qtv, psp, etc, etc etc. Just name =
the format please.
The reality within this NG is people 'tend', at times, to read more =
into a query then is asked. Henceforth my msg. requesting no answers nor =
queries regarding;
a.. hurricane strapping=20
a.. proper seismic tie ins=20
a.. footing details=20
a.. interior design/mechanics/usage=20
a.. insulation factors =20
a.. rafter framing=20
a.. building usage=20
a.. dimensional sizes=20
a.. codes
Michael's response is correct. (The intermediate blocking between the =
vertical studs @ 5' O/C.)
Per;=20
>>>BOBk207
>>>And you don't give the location of the "shop"....... I guess you =
can
>>>do pretty much whatever you want.=20
Yes they can! They could build it out of cheese if they wanted to.
FYI: No seismic, water, wind. Northeastern Washington State if that =
affects the design..............
Dan
Query 1.
Their desire is to replace the intermediate framing with a 1x4 on the =
exterior face of the vertical studs at the same elevation as the =
intermediate framing and fasten the steel sheets to the 1x4's. =
IE:sheeting girts =20
Albeit the wall depth is increased to 7", anyone see a structural =
problem with this?
Query 2.
In lieu of the inset 2x6 diagonal bracing into the vertical wall =
studs, what about substituting metal banding that's screwed/nailed to =
the face of the studs (interior and or exterior [mutltiple?]) that would =
wrap/fasten to the upper & lower plates? As in diagonal brace rods in a =
PEB?=20
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<META http-equiv=3DContent-Type content=3D"text/html; =
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<STYLE></STYLE>
</HEAD>
<BODY bgColor=3D#c0c0c0>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<BLOCKQUOTE dir=3Dltr=20
style=3D"PADDING-RIGHT: 0px; PADDING-LEFT: 5px; MARGIN-LEFT: 5px; =
BORDER-LEFT: #000000 2px solid; MARGIN-RIGHT: 0px">
<DIV>"nospam" <<A =
wrote in message <A=20
=
oPT80XYnZ2dnUVZ_uGjnZ2d@comcast.com</A>...</DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>well, I agree with the other response =
-</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>seeing as how you don't want to be told =
about</FONT></DIV>
<DIV>
<UL>
<LI><FONT face=3DArial size=3D2>hurricane strapping</FONT>=20
<LI><FONT face=3DArial size=3D2>proper seismic tie ins</FONT>=20
<LI><FONT face=3DArial size=3D2>footing details</FONT>=20
<LI><FONT face=3DArial size=3D2>interior =
design/mechanics/usage</FONT>=20
<LI><FONT face=3DArial size=3D2>insulation factors</FONT> =20
<LI><FONT face=3DArial size=3D2>rafter framing</FONT>=20
<LI><FONT face=3DArial size=3D2>building usage</FONT>=20
<LI><FONT face=3DArial size=3D2>dimensional sizes</FONT>=20
<LI><FONT face=3DArial size=3D2>codes</FONT></LI></UL></DIV>
<DIV><FONT size=3D2>or any other "<FONT=20
face=3DArial><STRONG><EM>structural" =
</EM></STRONG></FONT><FONT=20
face=3D"Courier New">matters pertinent to your =
question,</FONT></FONT></DIV>
<DIV><FONT size=3D2>i suppose you've excluded pretty much any comments =
regarding</FONT></DIV>
<DIV><FONT size=3D2>your situation.</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>why did you even bother posting ?</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><STRONG><FONT color=3D#ff0000 size=3D5>I'll tell you=20
why;</FONT></STRONG></DIV>
<DIV><FONT size=3D2><STRONG><FONT size=3D4>Because I only needed =
answers to the=20
original questions!!!!!!!!!!!!!!!!!!!!</FONT></STRONG> =
</FONT></DIV>
<DIV><FONT size=3D2>I don't need, nor require, answers to=20
extraneous/frivolous queries pertaining to any who, what, =
why,=20
suppositions. I thought the questions would be extremely =
simple for=20
people that build with wood, but perhaps I was wrong. </FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>A simple wall, different framing details, end of =
story! Not=20
asking for loads for wind, snow, siesmic, etc. 2 questions, end of=20
story..................I know what works with steel, I'm not fully =
cognizant=20
with what works for wood, henceforth, my 2=20
questions.............................</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>In the event you're one of those individuals =
that needs=20
a picture, plz. respond with an address. I can send one to you as =
a jpg,=20
bmp, gif, wmf, cdr, png, psd, pdd, rle, dib, eps, psb, pcx, pdp, raw, =
pct,=20
pict, pxr, pbm, pgm, ppm, pnm, pdf, sct, tga, vda, icg, vst, tif, =
tiff, dwg,=20
dwf, skp, skb, 3ds, zip, rar, mpeg, qtv, psp, etc, etc etc. Just name =
the=20
format please.</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2>The reality within this NG is people 'tend', at =
times, to=20
read more into a query then is asked. Henceforth my msg. requesting no =
answers=20
nor queries regarding;</FONT></DIV>
<DIV>
<LI><FONT face=3DArial size=3D2>hurricane strapping</FONT>=20
<LI><FONT face=3DArial size=3D2>proper seismic tie ins</FONT>=20
<LI><FONT face=3DArial size=3D2>footing details</FONT>=20
<LI><FONT face=3DArial size=3D2>interior design/mechanics/usage</FONT> =
<LI><FONT face=3DArial size=3D2>insulation factors</FONT> =20
<LI><FONT face=3DArial size=3D2>rafter framing</FONT>=20
<LI><FONT face=3DArial size=3D2>building usage</FONT>=20
<LI><FONT face=3DArial size=3D2>dimensional sizes</FONT>=20
<LI><FONT face=3DArial size=3D2>codes</FONT></LI></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><STRONG>Michael's response is correct. (The intermediate =
blocking=20
between the vertical studs @ 5' O/C.)</STRONG></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT color=3D#0000ff>Per; </FONT></DIV>
<DIV><FONT color=3D#0000ff>>>>BOBk207</FONT></DIV>
<DIV><FONT color=3D#0000ff></FONT> </DIV>
<DIV><FONT color=3D#0000ff>>>>And you don't give the location =
of the=20
"shop"....... I guess you can<BR>>>>do pretty much whatever =
you want.=20
</FONT></DIV>
<DIV><FONT color=3D#0000ff></FONT> </DIV>
<DIV><FONT color=3D#0000ff>Yes they can! They could build it out of =
cheese if=20
they wanted to.</FONT></DIV>
<DIV><FONT color=3D#0000ff>FYI: No seismic, water, wind. Northeastern =
Washington=20
State if that affects the design..............</FONT></DIV>
<DIV><FONT color=3D#0000ff></FONT> </DIV>
<DIV><FONT color=3D#0000ff>Dan</FONT></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV>
<DIV><FONT face=3DArial size=3D2>Query 1.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Their desire is to replace the =
intermediate=20
framing with a 1x4 on the exterior face of the vertical studs at the =
same=20
elevation as the intermediate framing and fasten the steel sheets to =
the=20
1x4's. IE:sheeting girts </FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Albeit the wall depth is increased to =
7", anyone=20
see a <STRONG><EM>structural</EM></STRONG> problem with =
this?</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT> </DIV>
<DIV><FONT face=3DArial size=3D2>Query 2.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>In lieu of the inset 2x6 diagonal =
bracing into=20
the vertical wall studs, what about substituting metal banding that's=20
screwed/nailed to the face of the studs (interior and or exterior =
[mutltiple?]) that would wrap/fasten to the upper & =
lower=20
plates? As in diagonal brace rods in a PEB? </FONT></DIV></DIV>
<DIV><FONT size=3D2></FONT> </DIV>
<DIV><FONT size=3D2></FONT> </DIV></BLOCKQUOTE></BODY></HTML>
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