In this design series, you will be learning how to design a residential deck using Calcs.comβ USA Wood Beam, Wood Column, and Pier Footing calculators. The following deck was designed according to the International Building Code (2018) and the American Wood Council, DCA 6. Stairs and railings are not included in this deck design to keep the design example simple and to maintain focus on how to use the calculators. This deck design is being designed for gravity loads only. There are four main structural elements in this deck design: Please be aware that this example should not be used as advice, recommendations, or instructions for engineering design and should only be followed as a guide to using Calcs.com.Documentation Index
Fetch the complete documentation index at: https://calcs.com/docs/llms.txt
Use this file to discover all available pages before exploring further.
Deck Design Criteria
- Type: Douglas Fir - Larch, No. 1/2
- Size: 14 ft x 20 ft, 4ft Cantilever
- Height: 12 ft - 2.5 in
- Dead Load: 10 psf
- Live Load: 60 psf
- Snow Load: 40 psf
- Soil Bearing Capacity: 4000 psf
- Concrete Strength: 2500 psi
Floor Plan
Front Elevation
Side Elevation
Common Deck Design Mistakes
According to The International Association of Certified Home Inspectors, over 60% of 45 million decks in the US have safety issues. Residential decks commonly fail due to:- Inadequate Ledger board connections
- Bad Connection Joints
- Undersized Post and Beams
- Weak Foundation