PSUengineer1
Structural
- Jun 6, 2012
- 150
ceiling construction is as follows:
1.Floor joists
2. 3/8 drywall attached with nails at random spacings. Some of the nailings are with 2 nails at connection, spaced more than 12" o.c.
3. rock lath and finish coat of plaster below drywall.
4. the thickness of the ceiling (total) is up to 2-inches thick in the area of collapse. 16x16-inch section weighs about 20 lbs (about 11.5 psf).
5. no adhesive used in attachment of ceiling.
Ref: IRC Table R702.3.5 for additional info.
I opine that the weight of ceiling too heavy, any code references out there regarding allowable thickness of this type of ceiling construction? Otherwise, check out attached pic of nails used for attachment. I do have evidence of "double nailing" used at more than 12" o.c. but not sure if there were intermittent nails used.
Looking for comments.
Thank you.
1.Floor joists
2. 3/8 drywall attached with nails at random spacings. Some of the nailings are with 2 nails at connection, spaced more than 12" o.c.
3. rock lath and finish coat of plaster below drywall.
4. the thickness of the ceiling (total) is up to 2-inches thick in the area of collapse. 16x16-inch section weighs about 20 lbs (about 11.5 psf).
5. no adhesive used in attachment of ceiling.
Ref: IRC Table R702.3.5 for additional info.
I opine that the weight of ceiling too heavy, any code references out there regarding allowable thickness of this type of ceiling construction? Otherwise, check out attached pic of nails used for attachment. I do have evidence of "double nailing" used at more than 12" o.c. but not sure if there were intermittent nails used.
Looking for comments.
Thank you.