Type: Posts; User: Slaughter Construction Co
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That or attaching it to the mixer cabinet door.
Darn. Lets see. With the door closed, you would hardly notice the 2-1/2" notch. I'll send you a picture. :) Thanks again Tom. I really appreciate your help.
Yeah, I was afraid that it might get into the toe kick before it got low enough.
The under drawer KV will almost work. If I dropped it only about 1", I think it would work.
I just like the...
Thanks Tom. That's what I needed to know. Not what I wanted to know however. :)
Have you ever tried or thought about notching the bottom of the cabinet to allow the standard Rev-a-shelf to be...
Under drawer installation. Standard 36"h x 24"d face framed base cabinet. 12" width between vertical face frame. Standard Kitchen Aid mixer.
Is there any reason that this won't work with the mixer...
04-04-2015, 10:56 AM
Really need sketch or something. Is the slope to be in one direction or in both directions???? Is just the 2x6 to be sloped?????
02-27-2015, 12:06 PM
Bill, based on the temp. zone of N.O., I'm really surprised that they are insulating foundations at all. Much less with foam. Foam in roofs/attics and walls maybe, but not foundations.
Seems to me,...
12-29-2014, 10:09 PM
For what it's worth. My introduction into the residential building trades was in 1956. (you do the math)
For right or wrong and for good or bad, you learned from the people you worked with or...
12-20-2014, 01:46 PM
Charlie V/larryh Ok,Ok, I get it. I've done calc's on installations similar to this using solid lumber but not with TJI's.
Understand why you are not getting much help. The shape of TJI's and two...
12-17-2014, 08:52 PM
Larry. I still can't get my head wrapped around this thing. Any way I look at it, it makes no sense.
Maybe Oregon will cone along and be so kind and splain better. BS
12-17-2014, 02:36 PM
Help me out here. Is the 15 wide gable and the 15' beam in question running parallel to one another?
Will the 15'beam be running parallel to the existing house?
Will you have a flat porch...
12-17-2014, 01:33 PM
I keep reading the post and still don't know what the problem is. You have a building 22' wide and you will have sloping roof and a sloping ceiling.
There are TJI's that can easily span that....
I knew it was fairly common for builders/GC's to classify carpenters etc. as sub-contractors, but I was surprised to learn that a company like Fed-X was doing it with their drivers.
I was reading...
11-13-2014, 07:27 PM
I believe that is the case. It's just that the area under 5' can't be included in the required min. area.
My only authority is that I have done it without any objection by the AHJ in my area....
10-21-2014, 12:28 PM
Yep Your right. Per Vitruvius. The system and mutules was invented for the Doric order, and similarly the scheme of dentils belongs to the Ionic, in which there of proper grounds for its use...
10-21-2014, 12:01 PM
FWIW. Per Vitruvius. Over the frieze comes a line of dentils, made of the same height as the middle fascia of the architrave and with a projection equal to their height. The intersection...
10-20-2014, 10:08 PM
I'll be the last to claim to have any expertise on this subject, but I was very surprised to hear that the dentil was a simulation of rafter tails.
In my architectural dictionary and any...
Yes, the slab area is to be enclosed with walls and roof.
Our freeze depth is 6".
Yes, I would pin existing to new. Tie the new horizontal rebar under slab to the pins
Can't enlarge slab...
Jim. I had considered that but the problem was that to get the concrete up to the underside, I would have to set my forms outside enough to get concrete in and higher than the underside elevation....
I have an existing 17'x22', 4"+ thk. reinforced concrete slab/patio with a 8" thickened perimeter. It is +/- 50 years old slab in good condition. Only one little hairline crack.
10-01-2014, 04:33 PM
What will be the over all dimensions of the garage?
What do you mean by "details for the garage floor". Foundation? Finish? etc.
Can you have post in the garage or must it be clear span?
09-30-2014, 12:46 PM
EWalsh. I was not being flippant in my reply to your posst. I am seriously interested.
Is there a specific reason for using this joist layout/arrangement Is there some advantage?
09-28-2014, 06:25 PM
Not that it would be all that unusual, but I'm not sure that I understand what I'm looking at. What is the blue hexagon with the bond beam notation? Is it something above or below the framing as...
Who says that the sister joist must be bearing? Normally the reason for sistering joist is due to deflection/bouncing etc.
If the original joist was adequate to resist the original shear and...
Just read the spam alert. FWIW, I'm not selling anything. Couldn't ask the questions without mentioning names.
I thought that maybe that could be the cause for the lack of responses or is it...