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Homeowner Forum / Construction / November 2005



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how much concrete needed?

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Don D. - 21 Nov 2005 03:36 GMT
I am having a work shop built in a couple months and it is going to be
30'X40'. I live in AZ, and would like to know how thick the floor needs to
be and the footing? I am thinking about having the stem wall about 6"- 8"
high to keep water from the monsoons from running in.
I don't know how many yards of Crete I am going to need.

Can anyone help me here?
Don D.
JerryD(upstateNY) - 21 Nov 2005 10:53 GMT
> I am having a work shop built in a couple months and it is going to be
> 30'X40'. I live in AZ, and would like to know how thick the floor needs to
> be and the footing? I am thinking about having the stem wall about 6"- 8"
> high to keep water from the monsoons from running in.I don't know how many
> yards of Crete I am going to need. Can anyone help me here? Don D.<

I assume you have a town approved plan.
Take the plan to your local concrete redi-mix company and they will tell you
how much/what kind of concrete to get.
Who is going to do the concrete work ?
You could also ask the concrete contractor.
If you can't figure how much concrete you need, you will never be able to
place/finish the concrete yourself.

Signature

JerryD(upstateNY)

Jim - 21 Nov 2005 13:43 GMT
I live in TX, means nothing in relation to identical conditions you mention
if I had those.  TX and AZ don't suffer monsoons.
http://www.wrh.noaa.gov/psr/general/monsoon/

Are you pouring the slab?

There are minimum thickness requirements.  Additional may be needed, along
with reenforcement, if some great impact or weight conditions exist.

Which general method of form layout are you using for the slab?

Consider a slab higher out of the ground surface, rather than just stem
walls.  You have at least one door to consider.  Landscaping to divert water
around the slab should also be considered to protect from underwash
afterwards.
Signature

Lil' Dave
Beware the rule quoters, the corp mindset, the Borg
Else you will be absorbed

> I am having a work shop built in a couple months and it is going to be
> 30'X40'. I live in AZ, and would like to know how thick the floor needs to
[quoted text clipped - 4 lines]
> Can anyone help me here?
> Don D.
PipeDown - 21 Nov 2005 21:07 GMT
1200 SF 4" thick is 400 cubic feet or a bit under 15yards (14.8).  8" thick
would be twice that but you are better off pouring a rat wall (a 4" wall
around the perimiter of the slab) as it will take less concrete but a bit
more labor building forms.  If you are just budgeting now, 20 yards plus
delivery may do.

4" thick is usually adequate unless you plan on parking a big rig on it or
the underlying soil is loose or soft.  Not sure if your city has tougher
code enforcement.

A building that size should also have a footing as the structure over 1200
SF would be heavy.  What kind of footing and how deep depends on soil
conditions and the type of structure on top.

The best construction would be a perimiter foundation wall with footer and a
slab poured inside its confines.

>I am having a work shop built in a couple months and it is going to be
>30'X40'. I live in AZ, and would like to know how thick the floor needs to
[quoted text clipped - 4 lines]
> Can anyone help me here?
> Don D.
James Nipper - 21 Nov 2005 22:00 GMT
"
The best construction would be a perimiter foundation wall with footer and a
slab poured inside its confines."

------------------------------

I have a question about the above comment.    (and , it seems correct to me
by the way).   But,  I have seen some builders pour a perimeter footing, lay
the perimenter cinder block, and then pour the inside slab afterwards.

Can someone tell me the pros and cons of the above approach??   If you are
using block walls, is it best to pour the footings and slab all at the same
time, and then build the block walls ??

Thanks for the advice !!

--James--
PipeDown - 21 Nov 2005 22:49 GMT
Since the footer is usually below grade (how much depends on the frost line)
and the slab is at grade I don't see an advantage to pouring both at once
unless it is economic.  The perimiter wall serves as the form for the slab
making for less labor and materials even if it has to be done on different
days (unless the concrete delivery charge is very high due to a remote
location)

As for block or poured wall, so long as the load is downward the choice can
be made entirely on budget (materials and labor, which method is lower).
Again, the concrete delivery charge might be the tipping point for you.  I
could DIY a block wall but not a poured one.  If you pour the slab before
building a block wall, you save a trip on concrete delivery but you will not
get as good a bond between the wall and slab.  This could allow water
intrusion if the water table rises.  And if the form for the slab shifts or
is not square, the walls will be harder to build

If I were to DIY this I would look for precast footer blocks (if they exist,
I am not sure) and build a block wall then order the concrete slab.  If your
in Phoenix or Tuscon you don't need to worry about freezing but in Flagstaff
you need a better footer.

> "
> The best construction would be a perimiter foundation wall with footer and
[quoted text clipped - 17 lines]
>
> --James--
Don D. - 22 Nov 2005 00:41 GMT
PipeDown
Thanks for all the info. I was thinking about pouring for the footing and a
4 -8 wall (Block or concrete) for water runoff, then have the building built
on top of that. When more money comes around the corner then pour the floor.
I was talking to a friend who just put up his shed and laid a 3/4 tongue and
grove ply floor with 2X6 runners. He thought it was cheaper by the foot for
his use.  I have not checked that route.  I will not be driving on it, but I
think the crete would be easier to clean up with.

I am debating on steel or (***wood***) depending on cost. It will be a wood
working shop to work in and a small part for welding and metal working
(**with the walls covered with something for sparks if doing it in wood**)

I have a couple months before I do buy and lay it out, So I am putting out
my feelers here to get all the help I can.

Anyone else have anything to add will help.

Don D.

> Since the footer is usually below grade (how much depends on the frost
> line) and the slab is at grade I don't see an advantage to pouring both at
[quoted text clipped - 39 lines]
>>
>> --James--
rider89 - 22 Nov 2005 02:28 GMT
i think i'd stick with a slab floor.  try for a floor drain, if possible.
your footing and block wall plan sounds good (and economical).
since you have some time, you might run across some salvage on
white steel siding from light commercial construction.  seems like there's
always something being taken down in a given area, and it usually will
be discarded.
i think it makes a good fire resistent interior wall covering for a shop,
and if you can get it in white, it helps with the lighting.  same on
ceiling.

bill

> PipeDown
> Thanks for all the info. I was thinking about pouring for the footing and
[quoted text clipped - 61 lines]
>>>
>>> --James--
HerHusband - 22 Nov 2005 17:59 GMT
James,

> The best construction would be a perimeter foundation wall with footer
> and a slab poured inside its confines.

That's the approach I used.

I used 2x6's and 2x8's to form the footings, installed #4 rebar, and
poured the concrete.

A week later, I built forms out of 3/4" plywood and a 2x4 framework. Each
plywood sheet produced two 2x8 foot forms. Anchored them to the footing,
tied them together top and bottom, install #4 rebar and anchor bolts,
oiled the forms inside, and poured the concrete.

Another week later, I stripped the wall forms, then brought in gravel and
compacted it down over a layer of 6 mil plastic. I hired out the actual
pouring of the slab. That needed more manpower and experience than I
could do on my own.

It's more complicated and expensive than a simple slab, but it has many
advantages. The exterior wood is elevated 1 to 1-1/2 feet above the
ground to minimize splashback damage and rot. And you gain an extra 1-1/2
feet of headroom inside. The monolithic pour is stronger than block, more
resistant to seismic movement, and less likely to leak (no joints).

The footing forms can be cleaned up and reused. Many of ours became studs
or blocking in the rest of the building.

You can rent the wall forms, but we were reusing ours a few times for our
house foundation. So we preferred to build our own forms. We later used
them to build scaffolding, and finally sold them to a farmer who was
going to build small buildings from them.

Anthony
Wayne Whitney - 22 Nov 2005 19:23 GMT
> I used 2x6's and 2x8's to form the footings, installed #4 rebar, and
> poured the concrete.
[quoted text clipped - 3 lines]
> tied them together top and bottom, install #4 rebar and anchor bolts,
> oiled the forms inside, and poured the concrete.

Basic question: what is the reason to pour the footings and stem walls
separately?  Easier to do the forms that way?

Thanks, Wayne
JerryD(upstateNY) - 23 Nov 2005 11:36 GMT
>Basic question: what is the reason to pour the footings and stem walls
separately ?  Easier to do the forms that way ?   Thanks, Wayne<

If you pour the footings and then pour the walls, you have something to set the wall forms on and you can fasten the bottom of the wall forms to the footing to keep them straight.
If you do it all in one pour, First, you have to hold up the wall forms so they don't fall into the footer forms.
Then you have to put braces on the top AND bottom of the wall forms every 4 to 6 feet to keep it lined up.
It takes 3-4 times as much time to do it all at once.
Then when you pour it, every time you put a vibrator in the wall form, the concrete runs out of the wall form and goes into in the footer form and you have to shovel it back into the wall form.
It is a complete disaster trying to pour it all at once.
Signature

JerryD(upstateNY)

HerHusband - 23 Nov 2005 16:19 GMT
> Basic question: what is the reason to pour the footings and stem walls
> separately?  Easier to do the forms that way?

Jerry described the reasons rather well. I know some people do it, but it
seems like a lot more work that way, with a greater chance of things
going wrong.

A few other reasons I personally did them seperately:

1. It's easier to "get out of the dirt" by pouring the footings first. A
nice level footing gives you a starting place for the concrete walls and
the rest of the building. Much easier to level up the 2x6's than a 2'x8'
wall form.

2. By pouring the footings and the walls separately, I only needed one
truck load of concrete. If I had poured them as a unit, I would have had
to coordinate a couple of trucks. Would have been tricky on our tight
building site.

3. I also think it's easier to position the rebar and whatnot than it
would be if everything was formed up at once.

4. Nobody ever see's it once you backfill, but it's easier to screed and
float the footings if you pour them separately. Otherwise, you'd have
concrete bulging up above the footing on the outside of the wall forms.

Anthony
Don D. - 29 Nov 2005 14:58 GMT
I live in Southern AZ. and the ground is hard packed with a lot of
colechy( most likely not spelled right) and when it rains it is like clay, I
was wondering how deep and thick should I do the footing on a 30 X 40
workshop? I was thinking 12" wide on the footing for 8" blocks a few rows up
or have it poured for the stem wall and put the building on top of that.

I see HF has a 3 1/2 yard mixer on sale every now and then. Would that be a
way to go with the cost of create going up ever month moreless? I am 15
miles out in the middle of know were. Or would that take to long to mix up
for the footing or even cost to much buying everything?

Just pre asking before I spend money stupidly.

Don D.

>I am having a work shop built in a couple months and it is going to be
>30'X40'. I live in AZ, and would like to know how thick the floor needs to
[quoted text clipped - 4 lines]
> Can anyone help me here?
> Don D.
 
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