objengrs
Mechanical
- Dec 10, 2002
- 11
The attached 2-slide file shows a troublesome church roof (aren’t they all?) If you are knowledgeable in commercial building engineering, might you have a look?
BACKGROUND
• I find myself the perennial “property guy,” at our small church. (Roughly 50 members in post-covid days—money is tight.)
• The building was added-on-to at different times. Now, the church has two small flat roof sections (EPDM membrane) fed by much bigger sloped sections (shingle).
• The flat roofs are a pain in the neck.
POSSIBLE RE-DESIGN?
If I were asked to find a permanent solution today, my (feeble mech. engr.) approach would be to lessen the slope of the adjacent gable roof and widen it to replace each of the two flat roof sections.
THE QUESTION
How do I get some ballpark (but realistic) cost estimates to bring to the church council?
Do I start with:
Structural engr?
Architect?
Roofing company?
Commercial builder?
Thanks for any feedback!
Sincerely,
Bill Shust (Mechanical, P.E.)
BACKGROUND
• I find myself the perennial “property guy,” at our small church. (Roughly 50 members in post-covid days—money is tight.)
• The building was added-on-to at different times. Now, the church has two small flat roof sections (EPDM membrane) fed by much bigger sloped sections (shingle).
• The flat roofs are a pain in the neck.
POSSIBLE RE-DESIGN?
If I were asked to find a permanent solution today, my (feeble mech. engr.) approach would be to lessen the slope of the adjacent gable roof and widen it to replace each of the two flat roof sections.
THE QUESTION
How do I get some ballpark (but realistic) cost estimates to bring to the church council?
Do I start with:
Structural engr?
Architect?
Roofing company?
Commercial builder?
Thanks for any feedback!
Sincerely,
Bill Shust (Mechanical, P.E.)