|Volume 12 Issue 1|
Welcome to Dave's Shop Talk's Home Improvement Newsletter of questions from our members on their construction projects, a Tip of the Month and a home remodeling article, both from our website at http://daveosborne.com.
Make a small wedge cutting jig. Ref: Jigs 4: Feather Wedge Table Saw Jig.
And a Bonus Tip:
Make a table saw tapering jig for tapering legs, etc. Ref: Jigs 5: Table Saw Tapering Jig.
There are two ways that you can do this - get the angle and length of the slope and measure the rise and run down the slope.
How accurate is your angle and your measurement?
As I mention in my article on building stairs, carpenters don't use angles for laying out the stringers, we use rise and run. Having said that, it is very useful to use trigonometry to arrive at the total rise and run, then convert that info into something we can use to actually layout the stringers, individual rises and runs.
Based on your info being accurate, a slope of 120' and 25 degrees, we can determine the base of the triangle - the total run and the height of the triangle - the total rise. BUT, it isn't as easy as that. A slope of 120' needs to have a landing no more than 12 vertical feet. This is the building code.
If you confirm with me your measurements and angle - within reason, I can give you a better idea of how and what your stairs will be like.
Happy New Year,
Hmm! I'm confused with your "stringers" - planks on the ground. Is the concrete poured onto the planks?
- what does the slope consist of: sand, rock, fill, soil?
- how did you arrive at the 25 degree slope?
- is this drawing the general idea?
For a total rise of 50.7' we need to put in 5 landings.
Here is my scenario, strictly hypothetical until you give me accurate measurements of the angle and slope or total rise and run:
100 rises at 6.08" = 608" = 50.7'
94 runs at 11.37" = 1068.8" + 5 landings at 47.4" = 236.8 = 1305.6"
5 landings at 36" square - a landing is considered 1 run (takes the place of 1 step). This makes all the rises the same above and below the landings.
The reason the Code says no greater height than 12' between landings is that if someone falls, he will roll down the stairs to a landing and not go all the way to the bottom. A rise of 6" with a run of 12" is perfect for small kids and older people. This is what they have in public buildings.
To build these stairs out of wood or concrete, is to layout the position of the landings, first, then build or pour them. Then layout the stringers and build or pour them. I can go into details later.
By the way, did you get those attachments open okay for the shed drawings?
Okay good on the shed drawings.
Okay on the planks for risers.
Rocky soil (solid rock out-cropping) is good for support for the landings.
Cool on the rotary angle metre - never took that in school!
Arrived at my figures with a bit of Trig and simple arithmetic. Trigonometry is just the ratios between the lengths of the sides of a right triangle (a triangle with one angle at 90 degrees).
In the diagram you can see that if the angle is small then the length of O divided by the length of H (ratio of O to H) is going to be small (because O gets smaller compared to H) and if the angle is bigger then O divided by H will also be larger.
There used to be books of Trig Tables which gave the ratios of the different sides for every size angle, but now we have $10 calculators that give this data (and with much greater precision).
All we have to do is know that a sine (generally abbreviated "sin" on a calculator and in formulas) is the ratio of the length of the side opposite the angle of the triangle you're working with divided by the hypotenuse (the side of the triangle opposite the right angle of the triangle).
In our case, we know that the angle is 25 degrees, so the calculator says the sine of 25 degrees is .4226, so we just plug that into the formula to calculate the length of the side opposite (which in this case is the total rise of the steps) and we have:
Length of side opposite = .4226 X 120' (the length of the slope our
stairs are going to be on)
Total rise = 50.714 feet.
To calculate the total run of the stairs on the 120' slope we just use the formula to calculate the length of the side adjacent to the 25 degree angle. First we calculate the cosine (abbreviated "cos" on calculators) of 25 degrees, which comes to: .9063
Length of side adjacent = .9063 X 120'
Total run = 108.757 feet.
To check my figures I used good ole Pythagoras or what we call 3 - 4 - 5 method. Pythagoras discovered 2500 years ago that the longest side of a right triangle multiplied by itself equals the sum of the smaller sides each multiplied by themselves. From the diagram:
H x H = (O x O) + (A x A)
It's called the 3 - 4 - 5 method because a triangle with sides that have lengths in ratio of 3, 4 and 5 is always a right triangle.
5 x 5 = (3 x 3) + (4 x 4) or 25 = 9 + 16.
So, our long staircase down the 120' slope with a total rise of 50.714' and a total run of 108.757' should satisfy this formula:
120 x 120 = (50.714 x 50.714) + (108.757 x 108.757)
14400 = 2571.91 + 11828.085 which checks out.
From the total rise we can see that we need 5 landings to stay under our 12' requirement.
The landing must be as long as its width.
Total rise breakdown: convert to inches: 50.714' x 12 (inches per foot) = 608.57", which is 100 rises at 6.08" each.
Total run available is 1305.12". We need 5 landings at say 36" = 180", so we need 1125.12" for runs. 100 rises means 99 runs at 11.37" = 1125.12". Actually, 5 of the runs are landings so: 36" + 11.37" = 47.37" for the landings, leaving 94 steps, each with a run of 11.37". The runs can be played with a little, but the rises cannot be, unless you divide the total rise equally by one or more of the total number of rises. In other words, the total rise is a constant which is divided up by a whole number to give the individual rise an amount that is within the envelope of safety for the rise to run ratio.
A more complete process is explained in my article on our website: Stairs 1: How to Build Stairs at http://daveosborne.com/dave/articles/how-build-stairs.php and Stairs 2: How to Cut a Stair Stringer at http://daveosborne.com/dave/articles/stair-stringer.php as well.
No, I'm not shocked, because I missed Trig in school, as well. A few years ago, I had a client ask a question about stairs to a loft. I needed trig to figure it out. My webmaster brother, Dan, showed me the tricks to figure it out. I also recruited my Math nerd daughter who tutors kids in Math, including Calculus. I find it very useful when only one side and angle are given in a right angle triangle. I too liked Algebra and Geometry in school and have used both of these in the field. I remember one job up North. I was foreman doing fancy form work. Two young carpenters were having trouble mitering an angle. I laid it out full size on a piece of plywood. Made a large "compass" with a strip of wood and a nail in it and bisected the angle. They were impressed. Ha! It became one of my articles: Jigs 7: Woodworking Compass.
1.) Thanks lol!
2.) Not really, this is figured into the total run. If the total run is correct, the whole stair system will finish at that point in the triangle where the total run ends. Without the landings and their run added, the stairs will have to be dug into the slope. Your slope is perfect for the landings and stairs. Of course, the slope won't be a perfectly straight line as in our triangle, you need to dig here and fill there, type of thing. A concrete set of stairs, such as this, is not the easiest thing to actually build, since the slope of the stairs isn't exactly like the slope of the ground. With a wooden set of stairs we can over come this quite easily with posts. With concrete we can put down posts alright, but we need more support for concrete than for wood. For example, with wood landings in place, all the stringers will be attached to the landings and the odd post coming down to solid rock or a pad to take the bounce out. With concrete we need to pour the concrete right down to the rock or compacted fill and the stairs need compacted fill under them as well. The concrete steps could be designed to be self supporting with re-bar, etc from landing to landing, but this requires more work. This is something to consider - pressure treated wood lasts for 40 years, they say. Concrete will last virtually forever, but at a greater cost - financial as well as your body. Someone needs to pour the concrete. It all depends on the budget!
3.) Yes, I have a builder's level, not a transit, though. A surveyor could give you the actual total rise and run, but there again it affects the budget.
Mixing the concrete is one thing, getting it to the forms is my concern. You can rent a concrete pump which would be the easiest if he has access from the top and the bottom, but they aren't cheap.
The large stones is okay as long as concrete surrounds all the stones, don't have one stone up against another, for instance.
A transit has a scope on it that can swing up and down. It can swing angles and the scope can be fastened in place as a level. The builders level scope is permanently fixed so it can only view level (when properly setup) and a lot smaller than a transit.
Yes a transit is good, but usually all you need is a builder's level to get everything good and level. Usually we can get things pretty square with a measuring tape - measure the diagonals. Rental yards have laser levels which emit sound and a beam. One guy can do the job himself, rather than with my old school level, I need a guy to hold the rod. Old school would be better for laying out the landings.
Here is a screen shot of a quick drawing I made to help visualize the slope of the ground with the placement of the steps. I would put a landing on the top, as well as the bottom, maybe as a sidewalk.
This drawing isn't to your design, but it should give you an idea of the relationship of the landings, steps and the slope. You can see you need to dig out in places and fill in others. What the drawing also shows is how to layout the positions of the landings. This is why you need to get the angle and measurements of the slope as accurate as possible. Obviously, the slope isn't going to be as straight as the drawing, you can adjust this as you form the steps up the slope. What is important when building stairs is that the risers and treads are within 1/4" between landings. I build my steps with the the landings as extensions of the runs or treads. This gives the entire staircase the exact same risers and treads. I've had inspectors actually walk up the stairs, measuring the risers as he goes. It is not that hard when you lay it out carefully. With 100 risers in a set of stairs, you can see how important accuracy is - 1/16" out for every riser, puts the total rise out by 6 1/4". This is not that big a deal though, considering you can make adjustments to the dirt on top, easy enough.
Sounds like you have got the plan together for pouring the concrete.
Snow is a good thing. It is like insulation, keeping the frost from going too deep. You get heaving in soil, usually not in rocks where there is good drainage.
Sounds like you got the forms idea, okay.
Happy New Year!
Yes, you can do this. The picture shows it looks like 1/2" vertical dividers and shelves in the inside without dadoes. We usually do dadoes where they intersect with themselves in 3/4" material. The dado is 1/4" deep leaving 1/4" in the middle for support. With 1/2" material you could just dado the top side of the shelf and nail the bottom divider in below before you slide the top divider in place.
This is a good question and one that I'm unable to answer with no background in the food industry. Here is a link to a good article that gives a few answers: http://ezinearticles.com/?FDA---Approved-Food-Processing-Facility-Coating-Materials&id=3618220
Any coating you get will give off fumes when drying or curing and needs a temperature of over 10*C when applied. So everything should be out of there and the heat on when applying your finish. The page that I gave the link to has other links to go to for more info.
Sorry I can't be more helpful,
Yes, cut the legs shorter to allow for the castors. One thing that I use my table for is to back it up to my table saw for use as an extended table to rip long boards or plywood sheets by myself. So keep that in mind when cutting the height to fit the table saw. the design of my workbench shows double 2x4 legs - so the bottom area of the leg is 3"x3 1/2". If this is large enough for the plate on the castor to be screwed to the bottom, fine. If not, cut the legs another 1 1/2" less and fasten a 2x4 or 2x6 plate to the bottom of the legs. If you won't be using the table for hammering over the center legs you could cut the 2 center legs off and eliminate the castors at those points. With the 2x4 ledgers at the top and the bottom, you don't really need the support there, just for light work. Watch the location of the bottom shelf, this is getting too close to the bottom of the legs that you need to cut off - counting the 4" wheel and plate + the 1/2" for the 2x6 plate. Another thing, if you will be using the bench as a table with your table saw - get two castors with a brake, or devise another way to stop the table from rolling when you want it fixed.
You mentioned lagging the castors to the bottom, I would just use wood screws - the end grain splits easily if the screws are too large. Go with 4 - #10 x 2" flat head screws maximum for each castor. If screwing into the end grain of the leg, drill a pilot hole, first, if in the plate, you don't need to drill a pilot hole for #10.
First of all welcome to our website.
By the way, good info for your question.
You have two options - replace the stringers or you can keep the old ones and add the new treads. Let's start with keeping the old stringers with the 9" run. You have limited run so why replace them if you don't have to. I'm concerned with the 48" width. Is there a center stringer and what is the width of the existing tread now the full width of the tread with nosing, after the carpet is removed?
Pictures or drawings of your situation are really helpful. I am on a cable internet so can receive about a maximum of 10 Mega bytes of memory for each email. All I need for a resolution is 640x480, so resizing your pics helps.
I'll wait for your response, before going further.
The code requires that the landing be square with no overlap, as you have drawn. This causes a tripping situation. If you go with the original then I don't think the inspector will say anything with the grandfather clause in effect.
Here is the drawing you requested.
I say a band saw would be the best tool, if you have one.
(taken from our website: DaveOsborne.com
In the good ole days before the time of fancy power miter and cut off saws, when framing a house, we would use nothing but our trusty old circular saw—Skilsaw, we called them—for cutting and ripping our lumber. We used plywood, so I'm not that old. This was also the time before pre-cut studs came onto the market. In order to cut our studs quickly and accurately, we would make ourselves a jig or circular saw guide.
Basically it would consist of a 2x10 floor joist with 2x4's nailed along one side as a circular saw fence and a short 2x4 block opposite on the right hand end. Spanning the 2x4 and block was a piece of 3/8" or 1/2" plywood with a strip nailed to the left side of it to act as a guide for the circular saw base plate. We wedged the circular saw blade guard up, not a healthy thing to do, but safe as long as the circular saw was left on the circular saw guide. About a foot or so to the left of the circular saw guide we notched the circular saw guide fence about a foot in length to enable us to grab the stock and move it easily. This circular saw guide was designed to... Read more at Jigs 6: Circular Saw Guide
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