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carluva wrote:Try Maraj Wholesale in the ETECK business park in Caroni. They have a wide variety at good prices.
The also have quite a few of the simpler designs as well as the garishly ornate ones that "does look rich".
In this instance, dense polyurethane foam.carluva wrote:What is PU?
rspann wrote:Maraj have MDF mouldings . Most others are PU . Think about rot and moisture .
I was looking for mouldings last month and came across a place in Rio Claro side that had mouldings for $50 - $75 . Pionare Enterprises in Marabella have a lot too.
carluva wrote:What is PU?
MG Man wrote:ppl who like plenty crown moulding does tick de 'ALL de accessories' box when dey buy a Revo frm M Rampersad
stout wrote:Anybody have link in regional corporation to get plan run though?
rspann wrote:I went to buy some concrete cylinders by the place on the highway after Courts in Freeport ( on the lay-by) and saw he makes them , but I'm not sure about the measurements . Check them.
NR8 wrote:Someone here mentioned https://dghomestt.com/home. Houses look decent but it seems they are based in the North-East. I am partial to builders based in South who can have more time to dedicate to my project and probably have good relationships with suppliers in the area to have materials on time.
Zedenka wrote:Good Day Everyone,
Can i use 3/8 steel rods to create cage for a foundation?
VexXx Dogg wrote:saw a plan online that I like.
Are there any reputable contracting that can bring this to reality with a properly defined budget that they can actually stick to?
Wanna ride out this year, maybe look at starting next year - but it's good to do my research now
This was discussed July 10.carluva wrote:This was discussed somewhere earlier in this thread. Short answer is no. Foundation rebar should be 5/8" corrugated high tensile steel for any augered piles, mats and ground beams.
3/8" would be used for stirrups.Zedenka wrote:Good Day Everyone,
Can i use 3/8 steel rods to create cage for a foundation?
The minimum steel that is recommended is 1/2" but that depends on design and load.
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