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Let's let Tim Garrison of ConstructionCalc.com carry on the explanation using the Square Footing Calculator Square Footing Calculator software. Here are the top and side views of the hot tub deck design.
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5) Footing Design
Click here to see the pdf version of the Footing Size Report.
a) Open Construction Calc Square Footing Calculator
b) Applied Footing Loads
Similar to the column calculator, this section can be used in several ways. You can input "psf' loads and tributary areas, or simply input previously known loading. We can use the same loads we used for the post design except we should also add a little extra dead load to account for the weight of the post itself, say 20 pounds extra:
i) Description: From beam Reactions + 20 1bs
ii) Live: 2000 (from Beam design output under Reactions)
iii) Dead: 260 (240 Ib from Beam design output under Reactions plus 20 lbs for post self-weight).
c) Soil and Footing Input.
i) Soil Bearing Capacity. Use 1,500. See red triangle popup note for typicals.
ii) Permit Soil Bearing Capacity Increase for Size and Depth?
The UBC code allows the soil bearing capacity to be bumped up for large, deep footings. This toggle allows you to use that or not. It is conservative to select No, particularly if you don't have a geotechnical report and aren't sure how good your soils are. If your footings are small and shallow, either selection is okay because your design won't be affected.
iii) Depth to Bottom of Footing. This is the vertical distance from original native round to bottom of footing. We'll use 2 feet.
iv) Depth of Soil Over Top of Footing. If there will be soil piled on top of the finished footing, input that depth here. For our example, use O.
v) Square Footing Width. Make a guess as to what you'd like the footing width to be. You may come back and change this later, but for now just make your best guess. We'll start with 1.5 feet.
vi) Footing Depth. Make a stab at what thickness you'd like. You may wind up changing it later. We'll start with 8 inches.
vii)Post or Bearing Plate Narrowest Dimension. We're using a 4x4 post, so the narrowest dimension will be 3.5 inches.
d) Concrete and Rebar Input
i) Concrete Strength. Use standard 5 sack concrete = 2,500 psi
ii) Steel Yield Strength. Rebar comes in two grades: 40 and 60. Grade 40 has a yield strength of 40,000 and grade 60 is 60,000. If in doubt use 40,000.
iii) Rebar Cover. This is the distance ITom bottom of footing to lowest rebar. Use 3 inches. Note, 3 inches is the code minimum for concrete placed against ground (an un-formed surface).
iv) Rebar Size. Use #4 (112" diameter). #4 is easily obtainable and simple to work with. v) Number of Bars Each Direction. Let's try 3. We may come back to this.
e) Results
i) The program calculates automatically after each input. As you can see, we guessed quite well; we have a satisfactory design for this hot tub deck.
ii) Just for grins, let's try to make a 12 inch square footing work by changing the width to 1 foot. Checking the Results shows the footing is now undersized by 57%, no good.
iii) Now let's use the Design Now feature. Click on that button and the program automatically comes up with a satisfactory design, ironically the same one we started with.
f) Final Design. This section simply restates your input if your design is satisfactory. Nothing will show in this section if there is a problem with your design.
g) Miscellaneous Report Detail. This section shows certain engineering data that mayor may not be of interest to you.
So there you have it. A complete explanation of how to design not only footings, but all the components of a hot tub deck. It's as easy as adding a few numbers and clicking your mouse.
And the best part is you KNOW that your deck has been properly engineered and built. If you see a need for your building projects learn more about the entire family of ConstructionCalc software.
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"Thanks again Richard for FedExing the other shipment of the Titan Anchors. They are installed, sturdy and look great. I am really happy with them here is a picture of the deck."
Kyle D. - Richardson, Texas