Posted: Thu Apr 01, 2010 3:45 pm
Hello all!
I've a couple of questions regarding pier construction for my driveway entrance...
Presently I have an existing 5ft high double brick wall with an 8ft high two brick wide attached pier on one side of my driveway entrance - and a 3ft long 4ft high single wall with no pier forming the other side. There are two concrete posts inside of this on which are hung wrought iron gates.
I am planning to widen the present narrow opening to 10ft by removing the short wall / posts / gates etc - and building a new freestanding pier where the short wall was - further demolishing the existing pier and rebuilding a new pier tied into the existing wall but a half brick further back.
I would like the new piers to be a brick & a half and tie in with the wall height of 5ft - so probably a course or two higher. The gate will be a 5ft high sliding gate so it will not bear any weight on the piers - however the roller guide and end stay will be attached close to the top of the piers - so there will be some forces associated with wind.
I've had two chaps around to quote me for the work. Neither has suggested anything about pier reinforcement or anything substantial in terms of the foundations ??? The newly formed attached pier will likely sit on the existing foundation of the old one.
Could someone advise best practice for reinforcement and foundations for the new piers?
Thanks!
I've a couple of questions regarding pier construction for my driveway entrance...
Presently I have an existing 5ft high double brick wall with an 8ft high two brick wide attached pier on one side of my driveway entrance - and a 3ft long 4ft high single wall with no pier forming the other side. There are two concrete posts inside of this on which are hung wrought iron gates.
I am planning to widen the present narrow opening to 10ft by removing the short wall / posts / gates etc - and building a new freestanding pier where the short wall was - further demolishing the existing pier and rebuilding a new pier tied into the existing wall but a half brick further back.
I would like the new piers to be a brick & a half and tie in with the wall height of 5ft - so probably a course or two higher. The gate will be a 5ft high sliding gate so it will not bear any weight on the piers - however the roller guide and end stay will be attached close to the top of the piers - so there will be some forces associated with wind.
I've had two chaps around to quote me for the work. Neither has suggested anything about pier reinforcement or anything substantial in terms of the foundations ??? The newly formed attached pier will likely sit on the existing foundation of the old one.
Could someone advise best practice for reinforcement and foundations for the new piers?
Thanks!