Not all deck builders are the same.
The following is not meant to scare but rather to inform. Many consumers simply compare deck contractor estimates based on price alone. There are serious consequences for poor deck construction.
Thousands of injuries and deaths occur each year directly related to improper and inadequate deck construction. At the very least, please make sure your deck, screened porch or pergola is being constructed with a building permit!
The following are just a few of the many cases we’ve encountered in the Kansas City Metro area from 1997 - 2008.
We lost these bids to Kansas City deck builders claiming to build the same quality as us but at a lower price (We’ll let you be the judge).
We were called back later to resolve the faulty construction techniques and poor craftsmanship!
Be careful who you hire. The most expensive project is the one that has to be redone. The best priced deck is the one that requires the least amount of maintenance, lasts the longest, and adds the greatest value to your home.
No flashing or water channel – ledger board incorrectly connected for lap siding application.
Improperly installed flashing – it should be behind the siding.
Improperly installed or non-existent flashing and water channels causes thousands of dollars in damage a house’s structure.
It is also very dangerous. This is the number one cause of deck collapses which often cause serious injury and death.
Hopefully, a poorly built deck is discovered before something terrible happens.
Composite decking expands and contracts with varying temperatures. Here’s an example of what happens when a composite deck is not built properly.
Unfortunately, this will not be covered under a manufacturer’s warranty because it is not installed correctly.
1. Inadequate footings – support posts not in full contact with piers
2. No standoff or attachment connection between post and pier
(Notice how they even tried to push some of the posts out of level to hit the piers.)
1. Insufficient footings - piers not at required 36” frost line depth.
2. No Post standoff barrier to prevent rot.
3. Decking spanning well over 24” maximum.
1. Inadequate joist support. – 5” L Brackets not rated to support 2” x 10” joists.
2. Ledger board covering ventilation duct. – It should be notched around opening.
Some decks may look nice, but don’t judge them on looks alone.)
1. 4” x 4” railing and bench posts bolted in to the outside framework: not a sufficient means of support.
2. Bottom stair rise out of code: over 7 ¾” maximum rise.
3. Stair rise out of code: more than 3/8” variance between stair rises.
4. No level stepping surface 3’ out away from bottom of staircase.
5. Cantilever over 2’. Although allowed in some local jurisdictions. Strictly prohibited in 99% of the U.S. Cantilevering a deck this far with so little overall joist length is not recommended. Maximum cantilever should never exceed 2’.
Code violations:
1. Notice the split posts – cedar on top and treated below to save money. Splitting these posts creates a weaker railing and support post. Although allowable by code, not recommended. If this practice is used, the posts should be blocked in from all sides from inside the framework. It’s Nonexistent here.
2. No riser boards.
3. Bottom stair rise is more than 7 ¾” maximum.
4. Stairs rise variance is over 3/8” between rises.
5. No grab rail on stairs.
6. Buried bottom cedar stair newel posts in ground with no standoff separation between soil and lumber. Cedar is not rated for below ground contact.
Cosmetically:
1. Existing deck has posts notched on outside and the new posts are notched inside.
2. Existing deck used 2×6/ 1×6 plate wrap. New deck used 1×12 plate wrap.
An estimate’s text is pretty vague. Don’t trust word description to describe the quality, style and type of work to be performed.
Make sure you can view the contractor’s previous work first hand by visiting their past customers’ decks.
Hope this helps,
Dan Milford (DW Elite Decks)


















