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[ ] [ 153261 ] [ alt.building.construction ] [ view full article ]
"David A" - Re: Strengthening floor above garage - "Jeff P" wrote in message ...
[ ] [ 153259 ] [ alt.building.construction ] [ view full article ]
Matt Whiting - Re: Subpanel help - Bobk207 wrote: > Call me crazy (you wouldn't be the first) but I always run THHN/THWN > stranded in couduit; emt, flex, ridgid or PVC conduit as the situation > demands. > > I guess I'm old fashioned but I'm not a fan of direct burial cable > even for sprinkler controls. I hate having to did up stuff or tearup > walls, I much prefer to just pull new wire if needed I'm wit...
[ ] [ 153256 ] [ alt.building.construction ] [ view full article ]
Bob Morrison - Re: Strengthening floor above garage - In a previous post Jeff P says... > I thought this newgroup would be helpful but apparently I misunderstood the > topic. May I ask what the purpose of this group is then? > > Jeff: Then don't take my advice. When your floor starts bouncing because the joists are the wrong size, or you get "red-tagged" by the building official because you don't have a permit to do ...
[ 31 May 2005 23:55:19 -0700 ] [ 153250 ] [ alt.building.construction ] [ view full article ]
"Bobk207" - Re: Subpanel help - ""How the heck can a cable that happens to be protected by conduit suddenly not be capable of handling as much current as it did when it was left unprotected outside of the conduit?!"" because ampacity is a function of heat dissapation & wire insulation temperature rating, different types of wire have different temp ratings. Wires strung through the air have higher allowed than in...
[ Tue, 31 May 2005 23:51:31 -0400 ] [ 153248 ] [ alt.building.construction ] [ view full article ]
"Jeff P" - Re: Subpanel help - "Doug B Taylor" wrote in message news:sV5ne.8727$yG4.599330@news20.bellglobal.com... > > Jeff - > > Seems to me your experience should answer your own question. If the > original > cable was in conduit it would have been a lot easier to pull out the old > cable and pull in a new one with no spade work. > > On the other hand, here at least, cabl...
[ Tue, 31 May 2005 19:55:17 -0700 ] [ 153246 ] [ alt.building.construction ] [ view full article ]
Boat_dreams - Re: [OT] driveline stuck on tractor pto shaft - Andy Asberry wrote: > > I ran into this once with a grinder-mixer. Find a stout post or tree. > Attach a come-a-long in line with the PTO so you will have a straight > pull. You can put a clove hitch knot in a chain around the square > shaft or put a bolt through the u-joint to tie to. The reason for > hooking on aft of the coupler is so there isn't any tension cocking it > sideways...
[ Tue, 31 May 2005 21:16:26 -0400 ] [ 153244 ] [ alt.building.construction ] [ view full article ]
"James" - Re: Maximum Span for Shed, without supporting posts?? - Well then, I suppose the answer to my question is 17.432 feet. --James-- ------------------------ >I suppose the answer to my question then is 32 feet. > For 2x10s? Fat chance of that. Not if you wanted to put anything on them. You'll also not likely find 32 foot 2x10s commercially available. And if they were, they would be Hell to handle and get in place...
[ Tue, 31 May 2005 21:13:50 -0400 ] [ 153242 ] [ alt.building.construction ] [ view full article ]
"James" - Re: Maximum Span for Shed, without supporting posts?? - Well then, I suppose the answer to my question is 17.432 feet. --James-- ------------------------ >I suppose the answer to my question then is 32 feet. > For 2x10s? Fat chance of that. Not if you wanted to put anything on them. You'll also not likely find 32 foot 2x10s commercially available. And if they were, they would be Hell to handle and get in place...
[ Tue, 31 May 2005 18:02:19 -0400 ] [ 153234 ] [ alt.building.construction ] [ view full article ]
"Jeff P" - Re: Strengthening floor above garage - "Bob Morrison" wrote in message news:MPG.1d0678924e8887819898fd@news.west.earthlink.net... > In a previous post says... >> I'm suggesting a floor structure separate from the roof structure. >> I'd suggest sistering the new 2x12s to the existing 2x8s. >> >> A few hundred dollars would pay a structural engineer for a >> consultation. >> It would ...
[ ] [ 153230 ] [ alt.building.construction ] [ view full article ]
Matt Whiting - Re: Subpanel help - NuckinFutz wrote: > It seems at this point that its a short in the underground cable running out > to the shed. > If I disconnect the cable at the sub panel it shorts out. If I disconnect > the cable at the main breakers it doesnt short out > > Well I guess i'll be running new 10/3 this time. I still cant figure out > how the cable could have broken under ground. I buried the ...
[ Tue, 31 May 2005 16:49:07 -0400 ] [ 153228 ] [ alt.building.construction ] [ view full article ]
"Jeff P" - Re: Subpanel help - "NuckinFutz" wrote in message news:nF0ne.20410$cP2.6025@fe06.lga... > It seems at this point that its a short in the underground cable running > out to the shed. > If I disconnect the cable at the sub panel it shorts out. If I disconnect > the cable at the main breakers it doesnt short out > > Well I guess i'll be running new 10/3 this time. I still cant ...
[ Tue, 31 May 2005 14:37:03 -0600 ] [ 153226 ] [ alt.building.construction ] [ view full article ]
drew@revolt.poohsticks.org (Drew Eckhardt) - Bearing walls - UBC currently requires all load-bearing walls to have double top-plates. Was this the case in 1979? There's a space under my stairwell that I'd like to have a door into for equipment access. One side has an interior wall with a single top plate. A < 8' long jost which supports the stairwell wall ( 16' high) and perhaps the roof joists runs along the top plate. On...
[ 31 May 2005 11:37:26 -0700 ] [ 153224 ] [ alt.building.construction ] [ view full article ]
tbasc@bellsouth.net - Re: Strengthening floor above garage - A 2x12 of #2 Southern Yellow Pine @ 16 inches on center will hold 40 lbs per square foot live load. (Canadian Wood Council) A 2x12 can be notched 2 7/8 inches at the ends. (Western Wood Council) TB . ...
[ Tue, 31 May 2005 11:45:29 -0400 ] [ 153218 ] [ alt.building.construction ] [ view full article ]
"Jeff P" - Strengthening floor above garage - The place I bought has a 20' x 28' garage constructed from cement block walls 10 feet high. (Those are exterior dimensions to the outside edge of the 8" cement blocks, so it is more like an 18 ft 8 inch span inside.) The roof is kind of an A-frame style. Instead of trusses, it has a very steep pitch with vertical walls supporting it about 1/3rd of the way in on either side. The cent...
[ 31 May 2005 08:01:12 -0700 ] [ 153216 ] [ alt.building.construction ] [ view full article ]
"Harry Muscle" - Designing an insulated shed - I'm starting to design an insulated shed I want to build later this year. I'm pretty decent with woodworking (not a pro, but I can build things no problem), but I've never build a shed before, so I have a couple of questions. Since I want to use this shed for projects throughout the year, I need to insulate it since I want to heat it in the winter (I'm in Ontario, Canada). I still hav...
[ 31 May 2005 04:17:30 -0700 ] [ 153213 ] [ alt.building.construction ] [ view full article ]
bluphysted@hotmail.com - Re: Ensuite Japanese-style bathroom, over garage - tbasc@bellsouth.net wrote: > "How do I know the garage walls will support the loads I intend to > impose?"ight > Right? > One can start from either end of the problem, but in the end, the loads > must be calculated and the soil bearing capacity, foundation, and wall > must be examined. > A structural engineer would be a good investment, once you know what > and where you want...
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