Moving Forward
with My Farm Office
the girls outside my back door. hard to get out at times without tramping around animals
I know this is
a blog and a lot of what I am writing sound a little dry, but it is also a way
for me to document the total process of building so that maybe one day I might
revisit and write a book based on observations I have made while building,
drawing on my observations made, allowing me to write a very factual account of
everything involved in the process of building. Hopefully this could be a
primer for someone else considering building a home by them self in the future.
Seems like when
you have all the details pinned down on a project like building, inevitably you
will have changes as you go along, but as in my case where I am mating one new
part to an old part I need to consider both buildings and things like drainage.
On hillsides like ours drainage behind the uphill walls is more important than below,
as well protecting the surface of the wall is important also. You need to seal with
foundation coating after applying a mortar coat all this needs to be applied
before installing the visqueen or plastic to create one more layer of
protection and this all needs to drain to a footer drain, sounds easy enough to
get you a water free slab on grade floor. Backfilling with gravel instead of
soil also helps water wick to footer drains, and away from your wall.
This still
all depends on how you install piping through your building to the downhill
slide of the building. A floor plan would include gravel under a reinforced
slab under a layer of plastic sheeting or moisture barrier and whereby this
gravel leads to drainage lines installed under the slab. This will have
positive drainage to outside of the building. Downspouts should not run through your floor
slab and should be separate of the footer drain, due to leaves and other
materials accumulating in the drains causing a backup which may lead to
intrusion into the floor slab. Any footer drain should also have a clean out
for each straight length as an extra protection against blockage and eventual
water damage to floor slab.
footer starting to show
I plan on having a gentle arched roof with
downspouts on the backside to also consider. This I plan to shoot out the other
way and I will make out of redwood with an aluminum insert to protect the wood.
From the outside the gutters will look like old fashioned wood gutters and I will
try and see if I can find some funnels to divert rainfall from one to other to
eventually end up in a drainage line as opposed to using downspouts. The ideal
down spout would be copper but that is beyond my present ability but will put
on my wish list to try and find used.
Yesterday I managed
to get some more of the footer dug out and it seems to be going ok, the soil is
a shale type and is easy digging as long as you like using a pick and a spud
bar it isn’t a hard rock but instead is layered and if you are able to enter
the layers from the side it digs up fairly easy. I try to do four wheel barrow
loads or until my back is sore. The footer
has to be wide enough to support the weight of the blocks which are going to be
12x 16 in. concrete blocks. The footer by engineering standards should be 2 x
the width of the wall, but you can slip by with footer 20 inches wide which will
give you a lip of 6 inches on back side and 2 inches on front side. The larger
lip is to be placed to the hillside and when reinforcing rods are inserted and
brought up to the interior of the block cavities and then a grout mixture is
used to fill the cavity, produces a solid wall that will resist overturning.
babe and lily eating of same bowl while i am watching. babe was on her best behavior, but wanted to make sure she had the mother lode of her own food before lily the cat.
The way it
resists overturning is because the weight pushing down on the 6 inch side will
be enough to keep the footer in place while the reinforcing and the grout in
the block wall will also help hold the wall in place as one integral unit. For this
reason I move the wall to the front side and this will also allow me more room
to install the mortar coat and do the necessary water proofing I need to do to
prevent a wet floor. On the front side of the floor slab where the footer and
the floor slab migrate out of the ground it becomes important to frost proof
the slab and when I get to that point will spend time talking about that. The back
side being below grade will not have to worry about freeze proofing as it
rarely will freeze below grade to the extent of the back walls depth. The back
wall of the addition is the one against the hillside.
For those of
you who follow my blog bear with me as I will occasionally divert to other subjects
as I go along in an attempt to keep interest in my blog. Sorry if it seems as
if I am using this thing as a tool. But in ways that is what it is. In fact it
is anything I want it to be. I use it for storage quite often and at times it
is quite raw as it should be. I am writing without a plan most of the time and
edit as I go along choosing to get my thoughts down on a daily basis or as
often as I can. Thank you for following me. Your input is valuable and let me
know by offering opinions of what you think I am doing wrong. I don’t always
agree but take all opinions in consideration.
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