SlideRuleEra
Structural
- Jun 2, 2003
- 5,528
Today, I have a question. Am designing support for a brick paver floor on a Clients's existing, large, covered, elevated residential porch. Planning on using the Wood Framing Assembly detail from the Brick Institute (BIA), Technical Notes 14B - Brick Floors and Pavements, Part III at this link
Here is an image of that detail (Fig. 8)
Per BIA recommendations, plan to slope the floor 3/16" per ft. for drainage and, since the paver joints will be mortared, limit deflection to Span/600 (for both the plywood subfloor & the floor joists).
My question concerns anchoring the mortar bed for seismic loading (potentially significant). Dead load of the 2.25" thick brick pavers / mortar bed is about 30 psf. For this application friction between the mortar bed and the felt underlayment seems to be only meaningful restraint to horizontal movement. (There is nothing at the porch outside perimeter to keep the whole brick / mortar assembly from tending to side over the edge).
A possible solution that I have in mind is to space 8d galvanized finishing nails along the length of each floor joist, with the nail heads projecting 3/8" above the felt underlayment. This should give the mortar bed something to "grab hold" of.
Comments and/or alternatives welcome.
Here is an image of that detail (Fig. 8)
Per BIA recommendations, plan to slope the floor 3/16" per ft. for drainage and, since the paver joints will be mortared, limit deflection to Span/600 (for both the plywood subfloor & the floor joists).
My question concerns anchoring the mortar bed for seismic loading (potentially significant). Dead load of the 2.25" thick brick pavers / mortar bed is about 30 psf. For this application friction between the mortar bed and the felt underlayment seems to be only meaningful restraint to horizontal movement. (There is nothing at the porch outside perimeter to keep the whole brick / mortar assembly from tending to side over the edge).
A possible solution that I have in mind is to space 8d galvanized finishing nails along the length of each floor joist, with the nail heads projecting 3/8" above the felt underlayment. This should give the mortar bed something to "grab hold" of.
Comments and/or alternatives welcome.