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Rooftop Deck: Ipe vs. Massaranduba and advice on painting cedar

Posted by scotter1975 (My Page) on
Sun, Feb 19, 12 at 14:30

I'm planning on having a 480 sq. ft. rooftop deck & pergola built on top of my South Philly row home (in Philly, the only option is it to build "up," - can't build "out" in most cases). Reading through these threads have given me a wealth of information, and have given me the ability to "talk turkey" with contractors. I'm definitely sold on going with the South American tropical hardwoods for the decking material on my project-or I won't do it at all. I'm planning on utilizing Red Cedar for the pergola and much of the railing material - and then have the cedar painted white to allow for a nice color contrast between the SA decking and the railing/pergola. While most of the railing structure would be cedar, painted white, I would still likely go with the Ipe or Massaranduba for the handrail.

My questions are as follows:
-Does this sound like a good setup: SA deck boards, and then red cedar painted white for the railing and pergola? If I'm going to paint the cedar white, then am I better off just going with pressure treated to save some $$?
-Ipe vs. Massaranduba? Mass. is far more economical than Ipe at about 40% cheaper. I like the dark, rich look of both woods. Is there any downside in going with Mass.? If I decide on Mass., then is it advised to go with 5/4 thick wood instead of 4/4?
-Any thoughts on 4" wide vs. 6" wide decking? Is one width preferable over the other if ventilation will be minimal (as much as 30" and as little as 16" of ventilation)?
-Fasteners. One contractor told me that s/s screws would be an issue if down the road I need remove some of the boards (this could be necessary to do maintenance on the roof). He explained that s/s screws are "soft" and that you only get one pass at them, and that they could easily strip at a later date if I tried removing them. He recommended a composite/ceramic screw instead. Does this sound legit?
-Any other suggestions on how to save a few greenbacks, without losing any integrity in the structure/aesthetic?

In case you can't tell, finances are an issue with this deck and I'm looking for the most economically responsible strategy possible, but Ipe or Mass is a must.

Here are some pictures of where the deck will be installed. We'll call these the "before." The "after" will be forthcoming in future weeks/months.

View from the end of the roof facing the 3rd floor:

A view of the cinder block wall that is about 5' below the roof surface. The deck will be built out to this wall in order to pick up an extra 4' of width.

The view from the 3rd floor brick wall out to the end of the roof.

A view of Center City Philadelphia!

Follow-Up Postings:

RE: Rooftop Deck: Ipe vs. Massaranduba and advice on painting ced

Ventilation is a serious problem. IPE will rot and warp if moisture trapped underneath. Requires adequate airflow to prevent condensation build up. While IPE is otherwise as close to indestructible as any wood can be, it is vulnerable to moisture and is specifically not rated for ground contact for this reason. If you use it on a rooftop deck, you should make sure there is airflow underneath. This may require vents on the house side and opening on the outside end of the deck with support rafters running outward (so air can flow under the boards.) I would also use as wide a board spacing as practical. Use of 5/4 board thickness would would slightly decrease the odds of warp/cupping and allow wider rafter spacing for better airflow. Most important issue is whether you can raise the deck sufficiently to allow adequate airflow underneath. If not, IPE not a good idea. (I do not know about Massaranduba)

RE: Rooftop Deck: Ipe vs. Massaranduba and advice on painting ced

Thanks for your advice Zver. I hear you about the circulation issue. At the least I will have about 16' of space between the deck and roof, and about 36" at the most. The roof is sloped about 2' from left to right,so at least there won't be any standing water underneath-and clearly there will not be any moist soil underneath. I'm hoping this will compensate for the lack of clearance above the roof surface. Would you recommend drilling 3" holes into the Support Beams for improved circulation? Would doing so compromise the structural integrity of the deck?

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