DennisFolsom
Gold Member
Dennis I don't know if you are subject to permits and inspections where you are so this may not matter. Where I am after a few decks collapsed with large groups of people on them the inspectors got real picky about using screws on joist hangers. Screws don't have the shear strength that joist hanger nails have so that is their issue. I think there are some screws now that are rated for hangers but I have never used them. Personally I don't think you have a problem but I thought I would mention it in case it applied in your situation.
MarkV
I am using Simpson's "Structural" screws, so I think I'm OK. On one pair of the "toenail" holes in each joist hanger, I'm using the larger #10 x 2.5" galvanized screws. For the rest of the holes, I'm using #9 x 1.5" galvanized screws. On my deck, being so low to the ground, with no posts under it (beam sits right on the piers), I can't imagine there being a substantial lateral load to pull the deck away from the house.
I'm cantilevering a little over a foot out over the beam on the 8 ft wide part, and about 2 ft over the beam on the 12 ft wide part. I believe the screws I'm using will be more than adequate to prevent the josts from pulling up out of the hangers, if it ever got too much load out on the cantilever portion.
Also, I'm not subject to an inspection on the deck here. I got the building permit for it as a part of my house building permit.