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#1
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![]() Take a look, Bob! That's a 4 inch column centered beneath a 16 foot span. Joints and loads matter a great deal. Even with a truss roof, a wall above the beam can be trouble. Only a fool and an ass like you would try to diagnose something like this without knowing the variables. This is the original room.... http://members.aol.com/bobsprit/images/family.jpg And this is afterwards, awaitiing the new 126 inch screen, HD projector and SVS subs, which go in next week... http://i128.photobucket.com/albums/p...g?t=1176164927 So tell us...how was it done? F plates, I-beam? Larger wood beam? No mods at all? And since the guest room has almost the same span (and two out of four joints) with a pole removed almost 6 years ago, can you let us all know when I'll need to fix the drywall????? Both jobs were done by the same person. Good luck! BWAHAHAHAHAHAHAHAHAHHAHAHA!!!! RB 35s5 NY |
#2
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![]() "Capt. Rob" wrote in message ups.com... Take a look, Bob! That's a 4 inch column centered beneath a 16 foot span. Joints and loads matter a great deal. Even with a truss roof, a wall above the beam can be trouble. Only a fool and an ass like you would try to diagnose something like this without knowing the variables. Actually it is a 2" column when you account for the screw at the top of the lolly. Why isn't it encased in drywall? Code violation#1. No handrail on the stairs. Code Violation #2. Either the basement floor lifted or the exterior wall sunk. That beam is bent. This is the original room.... http://members.aol.com/bobsprit/images/family.jpg And this is afterwards, awaitiing the new 126 inch screen, HD projector and SVS subs, which go in next week... http://i128.photobucket.com/albums/p...g?t=1176164927 So tell us...how was it done? F plates, I-beam? Larger wood beam? No mods at all? And since the guest room has almost the same span (and two out of four joints) with a pole removed almost 6 years ago, can you let us all know when I'll need to fix the drywall????? Both jobs were done by the same person. Good luck! Done by photoshop. The acoustics in that room are going to be shameful. Such a low ceiling and highly reflective walls. Are you a troglodyte? Deaf? Cheap stereo? Why don't you buy a real house? It is cheaper than fixing up that place, especially since you must pay for labor. Crank the numbers and see. Did you get your radon checked? 35% chance in your area you are over 4.7 pc/L. |
#3
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![]() Actually it is a 2" column when you account for the screw at the top of the lolly. Why isn't it encased in drywall? Code violation#1. No handrail on the stairs. Code Violation #2. Either the basement floor lifted or the exterior wall sunk. That beam is bent. Wrong again. 4 inch column is standard and does not require a cosmetic enclosure to be up to code. In fact there are companies that make plastic, wood and even fabric covers for them, but they are not required. There is a handrail on the staircase. The beam had no load deflection nor does the one in the guest room which also had the pole removed. Done by photoshop. Wow! Really???? Of course you really just admitted you're impressed by suggesting that...and THANKS! The acoustics in that room are going to be shameful. Such a low ceiling and highly reflective walls. Are you a troglodyte? Deaf? Cheap stereo? Outside of a real sound room, the room is about the flattest around. The floor is concrete and three walls are drywall over wood. Even empty there is no audible reflections. I may actually have to add a sub and tweak for more HF response, but we'll see. Did you get your radon checked? 35% chance in your area you are over 4.7 pc/L. Don't you know anything about engineers for NY state? Radon check is done twice and required by the insurance co. DId you know that a proper test must be partially invasive on the ground floor? Of course you didn't. Well, the photoshop comment is all I needed. Thanks again! BWAHAHAHAHAHAHAHHA! RB 35s5 NY |
#4
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![]() "Capt. Rob" wrote in message ups.com... Actually it is a 2" column when you account for the screw at the top of the lolly. Why isn't it encased in drywall? Code violation#1. No handrail on the stairs. Code Violation #2. Either the basement floor lifted or the exterior wall sunk. That beam is bent. Wrong again. 4 inch column is standard and does not require a cosmetic enclosure to be up to code. In fact there are companies that make plastic, wood and even fabric covers for them, but they are not required. I was talking about fire protection for the steel column. It's in the UBC, IRC. The 2" extended screw is the weakest link in the column. There is a handrail on the staircase. The beam had no load deflection nor does the one in the guest room which also had the pole removed. Looking at the picture the beam does not look straight. It looks like it has a butt joint right above the column and the column is too tall. It wasn't aligned properly when installed or the relative positions of the basement floor and foundation have changed. Done by photoshop. Wow! Really???? Of course you really just admitted you're impressed by suggesting that...and THANKS! You are welcome. I believe you have the talent to do just that. Those videos you did for the sail company were pretty good. The acoustics in that room are going to be shameful. Such a low ceiling and highly reflective walls. Are you a troglodyte? Deaf? Cheap stereo? Outside of a real sound room, the room is about the flattest around. Measured by what? You ear? The floor is concrete and three walls are drywall over wood. A wooden foundation? Even empty there is no audible reflections. The room is so small the cutoff frequency is so high I doubt you could tell anything. I may actually have to add a sub and tweak for more HF response, but we'll see. HF response in that room is essentially free space, especially since you claim no reflections. It's the LF that needs help. Did you get your radon checked? 35% chance in your area you are over 4.7 pc/L. Don't you know anything about engineers for NY state? Radon check is done twice and required by the insurance co. DId you know that a proper test must be partially invasive on the ground floor? Of course you didn't. Whatever. Go to the EPA site to see what is required. Do you know that radons levels can vary greatly over the year and readings taken one time are only a snapshot measurement. If you are interested in radon here's a continuous monitor for $90: http://radonmonitor.com/ I use a continuous monitor and over the course of a year the levels vary from 0 pc/L to over 12 pc/L in my basement. If you needed two invasive tests for radon it sounds like you had to get some special government financing for the mortgage on your home. Is that why all your assets are in Suzy's name? |
#5
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![]() "Charlie Morgan" wrote in message ... On Tue, 10 Apr 2007 06:41:38 -0700, "Bob Crantz" wrote: The "fire protection" for steel lolly columns is that they are filled with concrete. Covering them with drywall wouldn't do much, if anything. Then drywall doesn't do much fire protection for attached garages either. Filling with concrete offer no gain in strength other than compression. So how does one fill an adjustable screw column with concrete? How does concrete help a buckling mode? The floor is concrete and three walls are drywall over wood. A wooden foundation? I dunno. Sounds like a typical FINISHED BASEMENT to me. Unless the drywall is screwed directly to the concrete walls. Code requires the lathing for drywall, it is a given. So is the foundation wood? And you are wrong about the drywall as fire protection for a steel column. |
#6
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This industry publication shows a 1 1/2 hour fire protection rating for a 4
inch steel column covered with gypsum wallboard (aka "drywall"). http://www.nationalgypsum.com/resour...ound/goldn.pdf Did you know that it is ok to solder residential wiring connections? Amen! BC |
#7
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![]() "Charlie Morgan" wrote in message ... Sorry, Crantz, but you lose this one on all counts. Try again. Drywall for fire protection on 4 1/2" steel columns: http://www.nationalgypsum.com/resour...ound/goldn.pdf And furring strips/lathing strip on drywall to concrete: http://inetdocs.loudoun.gov/b&d/docs...1/basement.pdf Industry publications and building codes. Isn't it time for you to go to your job of selling hotdogs out in front of Home Depot? Give Robbie a freebie on me when he passes by as he is gathering up the shopping carts. Amen! Bob Crantz |
#8
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And you are wrong about the drywall as fire protection for a steel
column. Concrete filled 4" columns are up to code without ANY covering and the screw is not required if the top of the post is fitted into a compression plate, which should be there anyway. We looked at more than 60 homes, most of which had columns that were bare. I guess they were all not up to code! Bob, you really truly screwed the pooch! And where's my thanks for coming back to add some fun here? RB 35s5 NY |
#9
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Filling with concrete offer no gain in strength other than
compression. Now that's funny! Did you know the toilet really offers no gain other that removal of human waste? I also heard that the hull keeps water out! BWAHAHAHAHAHA! Oh my! RB 35s5 NY |
#10
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![]() "Capt. Rob" wrote in message oups.com... And you are wrong about the drywall as fire protection for a steel column. Concrete filled 4" columns are up to code without ANY covering and the screw is not required if the top of the post is fitted into a compression plate, which should be there anyway. We looked at more than 60 homes, most of which had columns that were bare. I guess they were all not up to code! That could be not up to current code. Fire barriers were not required in the 60's. I'm not sure about the concrete filling. Got a reference on that? How's the aluminum wiring in your house doing? If you looked at 60 homes couldn't you have done better? You are now more dependent on your cars than ever. Why only one? And where's my thanks for coming back to add some fun here? Hey, you know I always appreciate your presence. Without you ASA is a rotting corpse. BTW on your recommendations I bought a D70 and I'm looking at a Subaru to replace a Toyota. Even though I try to beat you with a folding chair at every opportunity, I respect your advice it is usually very good. I'd be helping you troll and beat the entire group senseless but you do it so competently yourself I try to throw in a challenge for you. You've earned my respect. But why the doublewide? Bwahahahahahahahaaaa!!!!! Bob Crantz |
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