Designing a Deck and need some help!
Second problem is there's a crawl space access right on the corner of the house where I want to build, and the end of the door sits right on top of the middle of this access. I can't find information or hints to whether I should just cover it up, or build the deck a little farther off the corner so I can still crawl in under it. Of course I would have to modify the door so I could open it, cuz it is about 3 inches below the sliding doors and hinged to open upwards. I haven't been in there yet but there are two more access doors farther down the house, it probably is mostly open but I just won't have ease of access to the whole space.
Oh I live in Browns Mills, NJ. I hope someone has tips or hints
thanks,
Dan
I would suggest you build it right and if someone comes along later, you could pay the fees and get it permited. If you don't build it right they will make you fix it and depending on what is wrong that could be a big problem.
In delaware the footer grade is 32" below the soil. I would find out what the depth is in your area and make sure the footers for the posts are right. Also take some photos of the depth and width of the footers so you can prove they were done right. Many countys have an inspection to make sure these are done right when you get a permit.
I have a link to the delaware site, it has a pdf file you can look at for what/how to build the deck as far as footer sizes, lumber specs etc. Again these are based on th IRC. I can't see many counties amending these.
PM me if you have more questions.
LINK; http://www.co.new-castle.de.us/landu.../webpage20.asp
Lowes/home depot also if given the size of a deck have programs to tell you the wood sizes and amount of what is needed as a way to get you to buy the lumber from them usually free.
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I would use a manufactured product instead of pressure treated lumber, it may not look as natural, but it will save time in the long run. Off course all the large members, such as 6x6 totting posts and 10x2 or 12x2 joists should be pressure treated lumber.
I would use a manufactured product instead of pressure treated lumber, it may not look as natural, but it will save time in the long run. Off course all the large members, such as 6x6 totting posts and 10x2 or 12x2 joists should be pressure treated lumber.
Honestly, do yourself a favor and stop in to the local township office and talk to the guy that is going to do the inspections. He will set you on the right path of what you need to do. I personally over-engineered mine and it's only 26" off the ground. I've got pressure treated 2x10 16" on center, with a span of only 8 feet between the doubled 2x12 main beams. I also put in 12" diameter 36" deep footers which is below our 28" frost line since we have a very dense clay soil base.
Honestly, do yourself a favor and stop in to the local township office and talk to the guy that is going to do the inspections. He will set you on the right path of what you need to do. I personally over-engineered mine and it's only 26" off the ground. I've got pressure treated 2x10 16" on center, with a span of only 8 feet between the doubled 2x12 main beams. I also put in 12" diameter 36" deep footers which is below our 28" frost line since we have a very dense clay soil base.
If you set your deck on CMU's then there is nothing preventing it from sheer forces. Sure if will have enough weight to create enough friction to not move under normal circumstances, but in heavy winds there will be enough lateral force to move the deck off of a 8" wide CMU and cause it to collapse. Also water can undermine the ground under the CMU and cause it to sink, once again making the deck possibly collapse. Its simply a horrible idea in my opinion.
Its not that hard to rent an auger from Home Depot with a 12" OD bit, make a 36" hole, mix some Quickcreet and done. He will most likely only need 6 or 8 footings to begin with.
Using CMU's
It simply comes down to engineering for intended use. A ground level deck is engineered differently than an elevated deck the same way you can get away with putting a shed on a 4" gravel base but a garage needs to have footers to support the loads generated by the walls and roof. Would you pour footers for a 10x12 shed???
To camaroguy26, settle this by letting us know how high off the ground the deck is going to be and again, talk to your local building code inspector as they can steer you in the right direction.
Sometimes you don't need to go overboard.
That crawl space is giving me my biggest problem but I'll have to talk to the inspector about it.
1. If I use a ledger to anchor the deck to the house about 1.5' of that ledger will be directly over that crawl space hole, so I would have to properly fill the hole in with brick to have an attachment point for that ledger.
2. Or should I build a better door for it that sits inside the hole (the one on it now engulfs the hole and sticks out from the house 2 or 3 inches) and just build a deck detached from the house with extra posts and a beam? building a detached deck will be more expensive and labor extensive but it will save the hassle of filling that access in...
3. Do both, use a ledger up to the hole, then put two posts and a beam where the hole is. Since it will be on the very corner of the deck and won't have much traffic or weight on it, I can put enough cantilever on it to still have access to that hole. Will be tight but if I needed it I could get in there, even dig a little trench under the deck to the hole if I needed to, that is if the post is far enough away.
thanks for all your help and replies!
edit: as for materials I would use a pressure treated wood for beams and joists, then most likely that manmade decking. haven't decided on railing yet. A friend used the white plastic rails that looked nice, I think the white will accent the house well (it has the 4x4 rail posts but has covers for the posts) or I'll build my own out of posts, 2x2 balisters and the 2x6 cap of course but still thinking of painting it white. The house has light green aluminum siding with white trim.
Last edited by camaroguy26; Aug 23, 2007 at 11:59 PM.







