Key posts: Studio Construction 3 court Squash Centre

Substantial posts by tonymite, who started the thread, and by the forum’s most active contributors. 19 of 54 posts are listed.

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  • tonymite, 6 April 2008Starting from scratch with 3 bare Squash courts as follows: * Plans are drawn facing North. * 3 squash courts - Double brick with cavity and 2 inch concrete. Each court…
  • tonymite, 10 May 2008i had plans of those segments in the hallway also - just didn't add them in the drawing - I don't know whether I'd be using them as ISO booths for amps ( maybe if i were…
  • tonymite, 12 May 2008here we have added segments in hallway and wings to console. ALSO - is there a rule on how far my soffit mounted UREI 813 monitors should be from the outer wall? - ie:…
  • tonymite, 2 June 2008[quote="gullfo"]just as answered in studiotips - Urei's can be mounted in baffles. i'd drop the air lock on the back of the CR and just block off the whole section to…
  • tonymite, 19 June 2008Can anyone comment on whether they think there'l be major differences in the way I line my ceilings. The cheaper and easier option is to line the existing rafters with…
  • tonymite, 30 June 2008I'm looking at raising the bearers sitting beneath the floor joists onto industrial rubber ( escalator hand rail ) to de-couple the floor from the brick piers which are…
  • tonymite, 30 June 2008The 3 rooms are independant of EACH OTHER - BUT - the floor is still sitting on Floor Joists, which are sitting on bearers, sitting on piers connected to the wall. The…
  • tonymite, 30 June 2008Each court ( of which there are 3 - see drawings ) is built within a solid brick shell. ie: each court has a double ( cavity ) brick wall surrounding its perimiter. As…

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  • tonymite, 2 July 2008As much as I'd like to believe it - NOW is the time to do my reaserch and at the moment I'm getting 3 conflicting oppinions. One guy at Regupol…
  • tonymite, 2 July 2008Is there any reason why I couldn't build a baffle but still have my Main monitors on stands ?? ( see attatchment ) This way I still have the ' cool ' funny shape - it…
  • AVare, 3 July 2008Total agreement. On ALL parts of the design Thanks for the link. Proper floating of structural members can not be done on a whim basis. Several calculations are…
  • tonymite, 3 July 2008I could only get a 25 kN rating from escalator handrail manufacturers. Regupol QT4015 is rated at 0.5 N / mm 2 - Tensile Strength. I took samples at spring compression…
  • tonymite, 3 July 2008I don't have deflection ratings just: I could only get a 25 kN rating from escalator handrail manufacturers. Regupol QT4015 is rated at 0.5 N / mm 2 - Tensile Strength.…
  • tonymite, 4 July 2008Still waiting on deflection figures from ERegupol for QT4015 anaother option is Shearflex : http://www.embelton.com.au/anti2.htm again - I don't know figures. my bigest…
  • tonymite, 10 July 2008Attatched is PDF of Regupol specs. including deflection - Even though it looks as thoughI'm NOT going to touch it ( will not be raising bearers onto any rubber ). My…
  • tonymite, 13 July 2008I have been told to pack the sub-floor with insulation to minimise " bass-bleed " which will apparently only amplify the resonance. I thought about filling the subfloor…
  • tonymite, 1 August 2008Hey everybody - below are a couple e-mail discussions i had with Dr. Rodney Staples who taught Architectural Acoustics at RMIT ( Royal Melbourne Institute of Technology…
  • tonymite, 13 September 2010Hi people, believe it or not... I'm still working on this thing and would just like to run it by you all for any suggestions. CONTROL ROOM #2/MEDIUM TRACKING ROOM will…

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  • tonymite, 6 February 2011Hi! can anyone explain the difference between a plenum & a silencer for HVAC system? As far as I'm aware ... a plenum takes a large duct - then spreads it to numerous…