I am in the process of about a 750 sq ft remodel. Home was built in 1950's. It has hardwood throughout. working from bottom up, concrete slab (3" above grade), roof felt, 2 x 4 (not treated) 24" OC, 3/4" oak hardwood. Southeast, coastal. Because I am trying to match existing rooms and it appears to be an acceptable method (60 years), I was planning to keep with the sleeper method. I have read the the NOFMA recommendations and many people have referenced it but I have not seen any practical experience posts. My plan is to get the sleeper system in and then hire the flooring installer to put the strips down. My goal is to have the sleeper system so it is very easy on installer. I was going to strictly follow NOFMA recommendations, but have questions. 1. Concrete prep. I have 3 different pours of concrete, some flatter than others. Can I adjust as I lay sleepers with shims (plastic), thicker mastic, etc...? My fall back is to mill the sleepers. 2. Sleepers installed in cold asphalt mastic. Is there a substitute? Every product that I can find that meets this definition is high solvent and exterior use only. Is this really needed with pressure treated lumber these days. 3. I would call the lumber flat but it will have small variations, twists, bow, board thicknesses, etc. 1/8" max. I can make the finished surface with just about no variations but very time consuming. I can meet the 3/16" over 10' spec but if I lay the next sleeper and it is 1/16" higher is that a big deal. 4. Sleepers installed 12" OC 4' long. Attaching with 2.5" ramguard nails every 24" (3 per 4' board) 5. From here it is up to the floor installer. I will request stainless steel nails/staples for PT sleepers. Is this common, unreasonable?? 6. Is there a better way? I have to make up 2 1/4" to match existing flooring.
At this point my biggest hurdle is the asphalt mastic Thanks for the help and I look forward to responses.
Will
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