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Search on 41274 Newsgroup messages
[ Thu, 31 Mar 2005 18:26:45 -0700 ] [ 151732 ] [ alt.building.construction ] [ view full article ]
Louis Boyd - Re: Maximum Span for Shed, without supporting posts?? - Bob Morrison wrote: > In a previous post James says... > >>I was wondering if a person could use 2 x 12s, and span up to 24 feet >> > > The hard part will be finding 24-foot long 2x12's > Use steel trusses. Going 60+ feet is no problem. . ...
[ ] [ 151723 ] [ alt.building.construction ] [ view full article ]
Matt Whiting - Re: Small Gable Roof - No ties or ridge beams? - Bob Morrison wrote: > In a previous post HerHusband says... > >>For ease of construction, I was hoping to accomplish the task using plywood >>gussets on each side of the rafter instead of metal brackets. But, I would >>like to understand the calculations involved to make sure it is sized >>properly to support the weight. >> >>Thanks for the input! >> > > > Anthony: ...
[ ] [ 151716 ] [ alt.building.construction ] [ view full article ]
"JTMcC" - Re: Cracked Foundations - ? - "Rr Rr" wrote in message news:9208-424B1CD1-55@storefull-3131.bay.webtv.net... > There is a block home that has a cracked foundation on both sides of the > basement. The foundation is pushing the walls inwards at the crack > approx. 6-7 blocks from the flooring upwards. My question > is.......would it be better off to lift the house off the foundation ( > house...
[ Thu, 31 Mar 2005 09:43:37 GMT ] [ 151711 ] [ alt.building.construction ] [ view full article ]
"Lil' Dave" - Re: Help with judging estimates (Cross-post from alt.home.repair) - "AndrewJ" wrote in message news:crcm41t1sjrc9gi4a8fvri0ivvk3ng3qgl@4ax.com... > > > >While talking with the crew, they mentioned that they might need to cut > >a small vertical line in the beam over the center column in order to > >give it room to squish together as it goes back to level. > > If replacing part of a beam the cut would always go above the su...
[ Thu, 31 Mar 2005 08:29:19 +0000 (UTC) ] [ 151709 ] [ alt.building.construction ] [ view full article ]
"Fred Flintstone" - Re: Leak in Foundation wall - Hello If the 'channel' was allowing water through the foundation then it must be contiupus through the foundation or else the concrete has excessive porosity to allow this to happen. When mix patterns are designed they are at their optimum when created as close to laboratory condition as is possible. This is to say that it is created as one at the same time. When concrete has har...
[ ] [ 151707 ] [ alt.building.construction ] [ view full article ]
"Phil Scott" - Re: Cracked Foundations - ? - "Rr Rr" wrote in message news:9208-424B1CD1-55@storefull-3131.bay.webtv.net... > There is a block home that has a cracked foundation on both sides of the > basement. The foundation is pushing the walls inwards at the crack > approx. 6-7 blocks from the flooring upwards. My question > is.......would it be better off to lift the house off the foundation ( > ...
[ Thu, 31 Mar 2005 02:39:43 GMT ] [ 151705 ] [ alt.building.construction ] [ view full article ]
"Cudaman" - Re: Help with judging estimates (Cross-post from alt.home.repair) - After being in the business for over 30 years, I have had my share of jobs that sound similar to this one. Jacking up the floor is an option, but depending on how much the floor has to be raised to be leval is something that has to be taken in consideration. Some of the problems that haven't been mentioned are: Door Openings. After a house settles over a period of time and goes throu...
[ Wed, 30 Mar 2005 18:23:45 -0500 ] [ 151703 ] [ alt.building.construction ] [ view full article ]
AndrewJ - Re: Help with judging estimates (Cross-post from alt.home.repair) - >While talking with the crew, they mentioned that they might need to cut >a small vertical line in the beam over the center column in order to >give it room to squish together as it goes back to level. If replacing part of a beam the cut would always go above the support. So what It does not matter if they cut part of it and replace one side or cut and leave it in? BTW, never ...
[ Wed, 30 Mar 2005 21:14:30 GMT ] [ 151698 ] [ alt.building.construction ] [ view full article ]
Matt Whiting - Re: Small Gable Roof - No ties or ridge beams? - HerHusband wrote: > Matt, > > >>>Ridge "beams" do not need supporting posts, neither at end nor >>>intermediates. Ridge beams are supported by the rafters, though in ...
[ Wed, 30 Mar 2005 09:41:27 -0600 ] [ 151693 ] [ alt.building.construction ] [ view full article ]
HerHusband - Re: Small Gable Roof - No ties or ridge beams? - Matt, >> Ridge "beams" do not need supporting posts, neither at end nor >> intermediates. Ridge beams are supported by the rafters, though in >> some instances, collar ties may be required. The "supporting post" >> would be used to hold the ridge board (not beam) until the opposing >> rafters are installed. > But what supports the rafters? With a gable roof, any weight on...
[ Tue, 29 Mar 2005 23:48:20 -0800 ] [ 151691 ] [ alt.building.construction ] [ view full article ]
"Lyle B. Harwood" - Re: Small Gable Roof - No ties or ridge beams? - In article , Steve Kachaylo wrote: € Ridge "beams" do not need supporting posts, neither at end nor € intermediates. Only in certain, designs. In many designs, the posts are absolutely necessary. -- Lyle B. Harwood, President Phoenix Homes, Inc. (206) 523-9500 www.phoenixhomesinc.com . ...
[ Tue, 29 Mar 2005 06:38:52 -0600 ] [ 151657 ] [ alt.building.construction ] [ view full article ]
ransley@webtv.net (m Ransley) - Re: What is the best insulation? - An off topic idea look into Rinnai gas tankless water heaters. . ...
[ Mon, 28 Mar 2005 23:34:26 -0500 ] [ 151649 ] [ alt.building.construction ] [ view full article ]
"Eric Ryder" - Re: drywall sanding w/ power sander - "DanMan" wrote in message news:jZ12e.1596$w63.414470@news20.bellglobal.com... > Hi, > I'm at a point with my basement finishing and I've seen some sanders that > have a dust collection system on them like the Makita Finishing Sander. > I'm wondering if I can save time from the hand cramping, dust builder, and > shoulder breaking of manual sanding. Has a...
[ Mon, 28 Mar 2005 21:44:12 -0500 ] [ 151643 ] [ alt.building.construction ] [ view full article ]
"Jim Phelps" - Re: commercial financing made easy - Leave Lyle alone. His postings are a benefit to this newgroup and his tag line does not constitute advertising. If you are bothered by his signatude than either; take a deep breath, put is name in a kill file, or learn to live with it. BTW, I have never met the man, but I have gained information from his posts. Jim Arlington, VA "indago" wrote in messag...
[ 28 Mar 2005 18:14:38 -0800 ] [ 151641 ] [ alt.building.construction ] [ view full article ]
"Islander" - Radiant Heat - What's the latest? - Am strongly considering hydronic system for new construction. Are there any recent advances or especially good systems I should consider? How about in a basement floor? I'm going to leave unfinished for some time, but can zone it and leave it off for now, right? What should I watch out for in the areas of the house where I will have hardwood flooring? Thanks in advance!...
[ Tue, 29 Mar 2005 02:03:39 GMT ] [ 151639 ] [ alt.building.construction ] [ view full article ]
Bob Morrison - Re: drywall sanding w/ power sander - In a previous post DanMan says... > I'm at a point with my basement finishing and I've seen some sanders that > have a dust collection system on them like the Makita Finishing Sander. I'm > wondering if I can save time from the hand cramping, dust builder, and > shoulder breaking of manual sanding. Has anyone any recommendations. > The dust collection system on your Makita will ...
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Italy
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Italy
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N1430327 Construction surface: 8...

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Argentina
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From medioeval centre a wonderfu...


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