I have the measurements from the field, I know the strand and cores measurements. I was just hoping someone might have spand-deck literature for that specific plank so I could better understand what load the plank might have been designed for.
I have looked into VT residential building code in the past and found the same thing. There are no specific requirements for residential buildings in VT.
The soil conditions are very poor at this particular site. From what I can tell the slab was cast on the ground (about 20 years ago). There is now a 3" space between the bottom of the slab and the top of the soil. This area is know for soils comprised of marine clays and or poorly compacted...
Thanks for all your input thus far. Slab is unbonded strands. The cut has already been made (completely throught the slab). We have a post tension concrete repair contractor on board. We have been hired by the owner to "keep him honest" and help with scope of work questiones in the planning...
I have a situation where a plumbing contractor sawcut an existing warehouse slab that he later learned was a post tensioned slab. The building is 350' X 80' with grade beams and caissons at 25' bays in the long direction and 26'8" bays in the short direction. The cut extends diagonally across...
I agree with msquared48, most manufactures of SCL will take a look at the product and give you your their opinion. I have had experience with Weyerhaeuser doing this in the past. Typically concerns with moisture are, delaminiation, decay, squeaking, warping, mold etc.
