|
|
Thread Tools | Search this Thread | Display Modes |
|
|
#1 |
|
Pro
Trade: Carpentry/Contracting
Join Date: Jun 2008
Location: Washago, Ontario, Canada
Posts: 135
|
Tidy Forming
what do ya think of this ?
i needed to post these after looking at some other forming pics on here, i believe that the footings of the house are the most critical, |
|
|
|
| The Following User Says Thank You to EPD For This Useful Post: | Willie T (02-09-2010) |
|
|
#2 |
|
General Contractor
Trade: General Contractor
Join Date: Jan 2009
Location: St. Petersburg, FL Minds of moderate caliber ordinarily condemn everything which is beyond their range.
Posts: 2,652
|
Re: Tidy Forming
Nice work. But one question. In Ontario you get to put footings at ground level?
![]() Kidding. I see the high banks......
__________________
"True eloquence consists in saying all that is necessary, and only that which is." François Duc de La Rochefoucauld Bill Everett - St. Petersburg, FL |
|
|
|
|
|
#3 |
|
SEMI RETIRED
Trade: General Contractor
Join Date: Nov 2009
Location: CA
Posts: 6,611
|
Re: Tidy Forming
NO TRENCHES/FOOTINGS??
![]() ![]() ![]() ![]() ![]() ![]() Forming looks nice but would never fly around here or anywhere I know of. Looks kinda shy on rebar also. |
|
|
|
|
|
#4 |
|
Pro
Trade: Carpentry/Contracting
Join Date: Jun 2008
Location: Washago, Ontario, Canada
Posts: 135
|
Re: Tidy Forming
the rear section toward the road has an 8' foundation wall and 7 ft of backfill and the water side had a 12' total wall height with 4' of backfill to make a walkout basement ..... also thats three rows of 10m rebar and we put 3' uprights in every 2' - exactly as the engineer called for
|
|
|
|
|
|
#5 |
|
SEMI RETIRED
Trade: General Contractor
Join Date: Nov 2009
Location: CA
Posts: 6,611
|
Re: Tidy Forming
OK but where's the footings?
If this passes your code you would go crazy around here. |
|
|
|
|
|
#6 |
|
Custom Builder
Trade: General Contractor
Join Date: Jan 2010
Location: Central Oregon, Bend, Redmond, Sisters
Posts: 1,371
|
Re: Tidy Forming
Not just in cali this would not fly here at all. We would barely be able to get 4 ft wall on footings like that. Nice form work but the only part of footings that matter are width, thickness rebar and that the wall sits on the footings as speced. When we do a foundo on a hill as picture we would have at least a 48 in X 10 inch min footing with a double mat and 5/8 verts like 16 oc or closer thers alot of presure when retaining 7 ft of fill with a mountain behind it.
|
|
|
|
|
|
#7 | |
|
Pro
Trade: Carpentry/Contracting
Join Date: Jun 2008
Location: Washago, Ontario, Canada
Posts: 135
|
Re: Tidy FormingQuote:
that hill is no different than digging an 8' hole in the ground, and creating an 8' deep basement , there is almost always 7 feet of backfill against an 8' foundation wall. that footing you see is actually larger than norm for around here, 20 X 10, and that stone you see was put as per engineers requirement , because the water table ( lake elevation ) was so close to the height of the footing |
|
|
|
|
![]() |
| Thread Tools | Search this Thread |
| Display Modes | Rate This Thread |
|
|
Similar Threads
|
||||
| Thread | Thread Starter | Forum | Replies | Last Post |
| Faster Slab forming | Justbuilding | Commercial Construction | 10 | 11-15-2008 07:09 PM |
| any tips on forming a monolithic slab | 72chevy4x4 | Concrete & Paving | 8 | 08-12-2008 11:28 PM |
| Forming LLC in NJ, advice? | buildenterprise | Business | 7 | 01-29-2008 07:57 AM |
| Why is the clog forming in the top? | PipeGuy | Plumbing | 3 | 02-10-2007 12:39 PM |
| storm sewer drop inlets | dayexco | Excavation & Site Work | 7 | 06-04-2006 08:29 PM |
| Go to Page... |
