Decks by Ryan
About us
Our company is based on the belief that our customers' needs are of the utmost importance. Our team is committed to meeting those needs. As a result, a high percentage of our business is from repeat customers and referrals. We would welcome the opportunity to earn your trust and deliver you the best service in the industry. Angie's list customers will receive a 10% discount. Thank You
Business highlights
Services we offer
Arbors, Bars, Buffet Tables, Decks, Fence Repair, Gazebos, Handrail, Outdoor Kitchens, Patio Covers, Pergolas, Planter Boxes, Privacy Walls, Skirting, Staining, Steps, Wood Flooring
Amenities
Emergency Services
Yes
Free Estimates
Yes
Accepted Payment Methods
- CreditCard
| Number of Stars | Image of Distribution | Number of Ratings |
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| 80% | ||
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| 20% |
The major issue was the connection between beams and the post in the ground. The beams which carry all the load of the deck were attached by nails to the post. This is a prohibited practice and would not pass code. The beams need to rest on the posts!!. Just using ACQ nails does not make the structure comply to code. How the load are distributed throughout the structure is more important.
Below are the resources that prohibit this practice
1) American wood council has a presriptive deck guide for code acceptance based on 2012 IRC code which the city of San Antonio has adopted. It strictly prohibits fastening the beams on the side of the posts. See page 10 fig 9 in the link belowhttp://www.awc.org/publications/dca/dca6/dca6-12.pdf
2)Another resource, International Association of Certified Home Inpsectors. As you read the document, you will again see that any connection of the beams to the side of the beam is not allowed.
http://www.nachi.org/deck-inspections.htm
3)Another source North American Deck and Railing Association. http://nadra.org/consumers/Deck_Evaluation_Form.pdf.
Check Section II Footings/Deck support and posts/Couln , item F . It cleary says
"The beams alongside the post attached by bolts, lag screws or nails are prohibited by AWC DCA 6 and does not provide proper bearing for the beam."
"My name is Ryan Scott Spring and I am the owner of Decks By Ryan. I had built a deck for Mr. (Member name removed). We discussed all aspects of the deck beforehand in great detail regarding the frame and the finished carpentry work. I completed the job and was paid in full with a very satisfied customer. I am responding to a complaint about my beams under the deck not resting on the post. He states that he had a first year inspection and that the inspector told him it would not pass because of beams not resting on the post. I have asked for the inspector’s report from him several times with no response. This is not code in San Antonio. I attach my beams to the side of the post under the joist with 3” hot dipped ring shank galvanized ACQ approved nails and blocks nailed under beams as well. I have been building this way for many years just like the majority of other deck builders in San Antonio. This is a common practice in San Antonio. I offer a 10 year structure and a 2 year workmanship warranty with all my builds. I feel extremely confident in my work, especially my frames. Like previously stated, my beams are supported by the ACQ approved nails that are well within code along with 2X4 blocks under the beams attached to the posts. This results in the 2X4 being part of the post for the beam to rest on. Consequently, the deck is, by the nature of the build, is sturdy and durable."
Licensing
State Contractor License Requirements
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