michaelbarry06
New Member
DIYer here, new to flooring, looking for advice on my hardwood flooring situation.
Current subfloor: 3/4 inch OSB, structurwood edge gold (4x8 foot sheets, T&G)
Joist spacing: 16 inches on center
Plan: 3/4 inch red oak T&G, run perpendicular to joists. Will use 1/8 inch insulayment material for sound dampening, as this will be on the 2nd floor of home (above grade).
My research has shown that hardwood directly on top of this OSB is acceptable. I realize not the best. But acceptable. Especially since the OSB is sound condition (intact), no deflection, no movement. And making sure my hardwood is perpendicular to the joists. So moving beyond that area of debate..
My question is regards to type and length of fastener. I've read for installing oak on OSB, staples are preferred over cleats, as they have better holding power in OSB. Is this accurate?
My next question is: should I be very concerned with blowout in OSB when choosing length of fastener (staple OR cleat)? Does blowout automatically mean loss of holding power leading to loose/squeeky boards in months/years? Measuring the depths of drive of fastener (from on top of tongue to bottom of OSB, at 45 degree angle) my measurements are:
2 inch staple would extend 1/4 inch beyond bottom of OSB (= blowout)
1-3/4 inch staple would EXACT depth of bottom of OSB (possible blowout??)
1-1/2 inch staple would fall 1/4 inch short of bottom of OSB (likely no blowout, BUT is this enough holding power??)
I'm running in circles trying to figure this out, and delaying my project each time in doubt. I think the insulayment layer (adding 1/8 thickness) is leading me not to choose 1-1/2 inch staples, whereas without that thicker layer I would have! If anyone has any knowledge or opinion, I would appreciate your words of advice! (Aside from the debate of OSB vs plywood.) Thanks!
Current subfloor: 3/4 inch OSB, structurwood edge gold (4x8 foot sheets, T&G)
Joist spacing: 16 inches on center
Plan: 3/4 inch red oak T&G, run perpendicular to joists. Will use 1/8 inch insulayment material for sound dampening, as this will be on the 2nd floor of home (above grade).
My research has shown that hardwood directly on top of this OSB is acceptable. I realize not the best. But acceptable. Especially since the OSB is sound condition (intact), no deflection, no movement. And making sure my hardwood is perpendicular to the joists. So moving beyond that area of debate..
My question is regards to type and length of fastener. I've read for installing oak on OSB, staples are preferred over cleats, as they have better holding power in OSB. Is this accurate?
My next question is: should I be very concerned with blowout in OSB when choosing length of fastener (staple OR cleat)? Does blowout automatically mean loss of holding power leading to loose/squeeky boards in months/years? Measuring the depths of drive of fastener (from on top of tongue to bottom of OSB, at 45 degree angle) my measurements are:
2 inch staple would extend 1/4 inch beyond bottom of OSB (= blowout)
1-3/4 inch staple would EXACT depth of bottom of OSB (possible blowout??)
1-1/2 inch staple would fall 1/4 inch short of bottom of OSB (likely no blowout, BUT is this enough holding power??)
I'm running in circles trying to figure this out, and delaying my project each time in doubt. I think the insulayment layer (adding 1/8 thickness) is leading me not to choose 1-1/2 inch staples, whereas without that thicker layer I would have! If anyone has any knowledge or opinion, I would appreciate your words of advice! (Aside from the debate of OSB vs plywood.) Thanks!