ICF Home In Tenn
Last Post 17 Nov 2009 05:05 AM by lacKailey. 32 Replies.
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Raider BillUser is Offline
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15 May 2007 11:15 AM

Howdy!

I am building a ICF house in SE Tenn. 40x48 ranch style drive out basement w/10" ceiling, 2 10x 8 OHD  in basment on the 48' side. Upper level will be ICF perimeter with 24x 40 timber frame greatroom in the center. Greatroom ceiling hieght to be determined by Timber frame trusses. Walk out side will be my mountain view so I want a large amount of windows there plus a full length 48' porch which will be elevated above the OHdoors.

All rooms will be off the greatroom.

I don't really care if the timberframe does anything other than to hold up the roof and look good for the greatroom.

I have been strongly looking at Reddiforms but support and supply are not in the area so have started looking at AMVIC which has a dealer within 40 miles.

On the walkout side, basement which will have 2 OHD's would ICF's be best there or should I frame that out. Same question applies to the upper level same side where french doors and windows are desired?
MAybe ICF to the window sills on upper level then wood frame above that to the gables?

Additionally, I am not opposed to having a Pro design this and supply blureprints $$$ of course providing, but finding someone that is knowledgable about ICF's and timberframe has been impossible so far.

My idea is to ICF to the eaves then stickframe gables.

LAnd is bought, roads cleared, power, water and septic scheduled for next month.
I also should be able to get the footers in then too.

Most of this will be DIY with a helper or 2.

Thanks,

Raider Bill



Vertical ICFUser is Offline
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15 May 2007 01:01 PM

HI Bill,

Congrats on looking into ICFs for your home building project.  What part of the state are you in?  We manufacture TF System - The Vertical ICF and I am sure that I can help you with your project.  I can get you an architect to design in your timberframe ideas.  Please contact me at your convinience at 920 964 1831.  Best Regards - Rob Vogel - TF System - The Vertical ICF, INC.



JoeHowardUser is Offline
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15 May 2007 01:48 PM

Hello R.B.

 

I can help you with your timberframe greatroom. I am two hours from Bristol. 549-577-1241



Raider BillUser is Offline
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15 May 2007 03:52 PM
I'm near Tellico Plains


yogiaUser is Offline
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19 May 2007 05:59 PM
Hi Raider Bill:

Congratulations on starting your dream home with good planning and choosing to build with ICF. You should be able to do all the walls with ICF. With proper planning, a good structural design, realistic schedule, adequate cash flow, and knowledgable workers with experience in ICF construction, you should be able to build your dream home without much difficulty.

With helpful people on this forum, you will be able to find all the resources you need ... please keep us posted with how things go.


Regards!<br>Yogi Anand, D.Eng, P.E.<br>Energy Efficient Building Network LLC<br>http://www.energyefficientbuild.com
wesUser is Offline
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19 May 2007 10:28 PM
Raider Bill,
Don't know if I should admit to this, but I have worked with both ICFs and timber frames, but never in the same project. Where are your timbers coming from? Is your supplier providing eng. for the frame, including the foundation for the frame?
As to your walkout wall, which direction does it face? and what other openings are included in this wall? Way too many unanswered questions. And no real way to provide good answers without more information. Contact me directly, and I will try to provide some answers, if I can.
Wes Shelby
Design Systems Group
1-877-659-1950
[email protected]


Wes Shelby<br>Design Systems Group<br>Murray KY<br>[email protected]
sucecreekUser is Offline
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20 May 2007 08:02 PM
R. Bill,
I'm a carpenter/contractor who is starting my own ICF home this summer in Montana. This will be my third and largest ICF structure, three levels. I would encourage you to stay with the forms above moderatly sized rough openings and to the highest story wall assuming proper compaction and necessary bracing and iron is used. I would also stay with the Amvic or Reward system..... they've improved significantly over the last 10 years. IF you can glue 'em, keep 'em in place, lightly consolidate the mud, keep your RO bucks snug, you shouldn't have any problem. They're a joy to work with.

sucecreek


Raider BillUser is Offline
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26 May 2007 12:53 PM

Sorry for my late reply, I was away from PC for 10 days working on the Tenn project. Here's the update,

 

I have succsessfully graded and graveled about 1 mile of road to the house site. Additionally I purchased a foreclosed doublewide to put nearby so I have a place to stay while working. My septic permits are signed and one will be installed in 2 weeks.

I dug the basement but hit the mother of all rocks at 6'6" After digging 8 ft on 3 sides and not finding the end I "hit" it a few times with the D-6, it didn't even quiver. So my house will be 2" taller. No big deal.

Well is getting drilled next week also near the permanant house site at the top of hill. I plan on running off the main feed down to the doublewide about 400' via ditch witch.

 

Now the answers,

 

Wes,

 Where are your timbers coming from? Is your supplier providing eng. for the frame, including the foundation for the frame?
As to your walkout wall, which direction does it face? and what other openings are included in this wall?

Timbers could go 3 ways, The timber frame will be 24X40. The  24' are ends. This is a greatroom.
Bedrooms and baths are on both the other sides 


1] have a timberframer cut and raise the frame.

2] local truss company makes timber frame trusses/heavy timber exposed. They do not make the posts just beams. I would then probaley cut and make my own fake posts that would not have anything bearing on them.  Very rustic look if left just debarked.

3] local log home builder says they will cut the timber frame to match my ICF outside walls.


Basement will be driveout with 10' ceiling height. 10wX8H or 10WX9W foot OHD's whatever I can get away with under the timber frame end facing the south. I could put a 4" ICF post between them?
The other openings will be 2 windows at eather side of the OHD's and a walkout door on one side.

I will be doing most of the work and engineering......

I'll need 2 lentils over the OHD's suggestions?

I'm trying to take this a step at a time,

I dug my basement, will lay 4" pcv for basement sewer line to septic and WC through footer.

NExt will be dig my footers. I'm thinking my 40X48 perimeter footer with extra digs where I will be putting my posts somewhere around a extra 16" deep in a 2X2 area. 2 horizantal runs of #5 rebar on chairs with tied in vertical 90's giving 24" up out of the footer to tie to. With 3 sides below grade what should my vertical spacing be?

One wall is completely without any openings except maybe venting and 4" pcv for waterline and wires.
One side wall would get window, the other a man door.
South facing wall gets the 2 OHD's and 2 windows.
Each wall gets 4" pvc for aditional wires etc..

There seems to be a lot of discussion about ledger boards. I'm still up in the air what to use.

Thanks!
Bill











Attachment: Basement dug.jpg
Attachment: looking down into basement.jpg
Attachment: Road down from home site.jpg

Raider BillUser is Offline
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29 May 2007 02:52 PM
My latest thought concerning windows is to shop around for blems or unclaimed at the window stores. I can make my walls fit the windows. I figure I can find some pretty nice windows cheap.
On another note I found A in progress ICF house today local. Nobody was there working so I didn't get to talk to anyone but at least got to see his bracing system and bucking.


Raider BillUser is Offline
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30 May 2007 08:48 AM
Dead thread


Raider BillUser is Offline
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31 May 2007 10:08 AM
So I post on this forum and instead of helpful hints and suggestions I get about 15 people that want to sell me things. I guess that's what you mean by green here.


walltechUser is Offline
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02 Jun 2007 06:43 PM
Thats useally a good sign of a failing product, unless its new!

Dave


MShipmanPEUser is Offline
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02 Jun 2007 11:07 PM
Howdy Bill:

I'm not selling anything and I'm watching your post with interest.


AweighUser is Offline
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04 Jun 2007 06:30 AM
I'm watching with interest as well. Recently found the site.


Raider BillUser is Offline
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04 Jun 2007 08:16 AM

Thanks for watching with interest. But alas my friends no help seems to be forth coming. Must be if you aren't interested in buying anything here or using a of the regular posters services you get no help.
Does anyone know of another ICF board that actually helps DIY'ers?



icfcontractorUser is Offline
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04 Jun 2007 09:11 AM
Bill,

I think that this site provides a lot of great advice to DIY'ers but it is the middle of the building season, and a lot of guys who post here are in the field working. It happens to be 5:30 am here and this is usually the time I get caught up on all my emails and office work.

So I reread the thread and see you have some questions on lentels and ledgers.

Lentels: I don't know your local codes but I work in the highest siesmically active zone and for those openings I would use 2 #5 rebar in the bottom of the lentel extending 2 feet past the opening and 1 #4 top bar extending 2 feet past the opening. You would also do well to have a minimum of 12" of concrete for your lintel. But all of this is in the IRC 2003 or IRC 2006. This would probably be a great investment for you to own your own code books since you are trying to do this without an engineer. You see the information you have provided does not really allow people to make an extremely educated opinion of what you need. We really would need to look at the plans to be able to give you a really quality answer. But as my grandpappy used to say, "You get what you pay for.", and this site is free.

As for the ledger, this is the most common way to install a wood floor in an ICF building. There are several ways to attach your ledger but in my mind the Simson system is the fastest and most accurate way to install a ledger.

ICF Contractor


Raider BillUser is Offline
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04 Jun 2007 04:09 PM
Posted By icfcontractor on 06/04/2007 9:11 AM
Bill,

So I reread the thread and see you have some questions on lentels and ledgers.

Lentels: I don't know your local codes but I work in the highest siesmically active zone and for those openings I would use 2 #5 rebar in the bottom of the lentel extending 2 feet past the opening and 1 #4 top bar extending 2 feet past the opening. You would also do well to have a minimum of 12" of concrete for your lintel.

I figure to have at least 2 ft overhang on either sides. I'm familer with concrete lentils.
Do you mean 12 "of concrete top to bottom? If I used full size 48lx 11w x16" high blocks will this surrfice?

Should I use stirrups between the 3 sticks of rebar in the lintels?

But all of this is in the IRC 2003 or IRC 2006. This would probably be a great investment for you to own your own code books since you are trying to do this without an engineer.

I have a pocket version that I try to refer to but it gets a bit confusing. I know the tradesman that do this all the time have the real world answers which will save me scratching my noggin. I don't have a bank full of money but do have building skills.

 As for the ledger, this is the most common way to install a wood floor in an ICF building. There are several ways to attach your ledger but in my mind the Simson system is the fastest and most accurate way to install a ledger.

Trying to decide between Simpson, USp and J-bolts inbedded before pour.

Thanks!
Raider Bill




James EggertUser is Offline
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04 Jun 2007 04:54 PM
Bill
Yes it is building season, and to be blunt, you're expectations that we jump to your call is a turnoff!

As you posted......" figure to have at least 2 ft overhang on either sides. I'm familer with concrete lentils.
Do you mean 12 "of concrete top to bottom? If I used full size 48lx 11w x16" high blocks will this surrfice?"

As an avid poster on this and other sites, the element of structural design ASSUMPTIONS by a layman is how their family gets hurt, whether its ICFs or stick! You talk about ICFs and Timberframe, something I would consider a great design match-up, but when you ask such a question as "Is this big enough?" and expect us to guess whether one of the frames lands on it, without knowing the loading requirements(because I for one am not taking the time to look it up) nor knowing the design parameters or the tributary loading thats when its apparent you need to have someone, usually local, who can work with you on the special loading places! You don't need to have them beat your design to death, but any engineer, architect, designer or the timber mfg could probably help you with those special place details!

You talk about ICFs and Timberframe...good quality costing more than average building techniques....and then you want to buy bargain windows?? OK, to each their own, and your budget is yours to determine, but I encourage you to have someone help you with your structural loading! Don't take any structural advice from me or anyone else here who provides you with answers with the less than adequate information you have provided.

Yes this site is free, but that doesn't give you the right to expect anything more than as much help as we can safely provide, without helping you hurt yourself or your family! Please keep asking questions about your house, such as HVAC ideas, and roof finishes, and interior design elements and block sizes, and manufacturers, etc, etc....we all DO help each other! However, your structural questions can only be answered in vague and unusable parables, and no one should use Internet answers to structural elements, especially those who do not have the capacity to really understand them! You may understand; too many others do not!


Take Care<br>Jim<br><br>Design/Build/Consulting<br>"Not So Big" Design Proponent
JohnCujieUser is Offline
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04 Jun 2007 06:37 PM
I am in the process of building my first ICF home, my own.  We just poured the walls last Thurs. and began stripping today.  I have been in the residential construction business all my working life, 37 years.  My advice is that the windows are an important architectural element of your house and are not an area to be shorted.  All windows by major manufacturers, Andersen, Hurd, Marvin, etc. are made to order regardless if they are standard sizes or not.  Simply too many sizes and varieties to keep an inventory.  It will be almost impossible to find a whole house full of matching windows at some sort bargain place.

You need to select a manufacturer, all have different rough openings and their own standard sizes, and have a clear idea of how you are going to detail them (such as inset, flush to the exterior, etc) before you begin your walls.   These questions will all factor into how you build and size your bucks.

John


Raider BillUser is Offline
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05 Jun 2007 08:59 AM

Thanks for the replies!

I did not expect anyone to "jump to my call" just suggestions. I didn't expect to get so many salesmen peddleing their wares.

I live alone so if this house falls I'm the only one to blame, and unless I find a mountain Babe I will be the only one inside when it does.
 I have built with stick, block, poured walls, and steel. Thought I would try ICF's next. In that there is nobody in the area that has even heard of ICF's it could open up a new venture.

These windows I am talking about are mostley almost new taken out of local homes that have installed hurricane impact windows. Yesterday I went to a warehouse that had at least 5000 of them vynal, aluminum, wood, double sash, pane roll out, any kind or size of window you may want. Many are stacked as coming from the same house so they all match. These are not cheap home depot single pane trailer windows. Example, I have my eye on a set of Andersons that has a huge double pane low E 6'x 5' picture center with 2 36' x5' side roll outs. $150. all the rest of the house's windows in the group are no more than $75 each and match. The date stamp from factory is 2003 so these are virtually new windows just replaced for hurricane rated ones. Why not use them? I'd bet this package brand new would be near $5000, I can max out my window shopping for way under $1000 then spend the savings on another part of the house.

My ICF's will be holding up the roof trusses from the perimeter. Timberframe is only for the greatroom in the center mostly for looks and any posts will be for looks only and have no internal structural responsibilites. That said I will add additional mud and steel where it maybe needed just because I tend to over build.



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