![]() I was hoping to have the foundation wall to meet requirement no 3 above. Village says following in it's requirements: ![]() I'll have to check with village once I close on property (few weeks). Not sure how I ended up specing double bottom plate. Rafter ties should be at least 2 x 4 inches (51 mm × 102 mm). Roof Framing: collar ties, rafter ties, tension beams & structural ridge. Your Foundation wall is only 4" wide, typically a 8" foundation wall is required, but I thought you said the Pour had to be Monolithic? do they mean a monolithic Slab on Grade (raft foundation) which doesn't usually require a Curb or do they still want a Curb? on the Slab as well. The principal rafter is always one of the longest rafters in a roof structure. Ok found it, you have Walls>Foundation Turned off in the Display options (along with the floor surface for the 3D view) I see a concrete footing and wall in perspective view , but display options says there is no Foundation to display and in framing overview it is totally gone, you can make the floor slab show by checking the Floor surfaces display layer. Simpson Strong-Tie 8-in 18-Gauge Galvanized Steel Rafter Tie Wood To Wood. Some weirdness going on in your plan, but the 2圆 double bottom plate is there as you spec'd it in the Foundation defaults (sill) instead of a 2x4 to go with the 2x4 walls. Typically I make the garage slab 1" above grade at the door opening and then make my driveway slab even with the garage slab again at the door opening. I have to use a monolithic slab (is a monolithic pour the same as a monolithic slab?), so the stem wall is disabledįor the perimeter grade beam (No 2) do I just specify that as the slab's footing. Or does the slab sit partially/wholly above grade? Is the surface of the slab normally level with grade? If so, I guess the stem wall would be required to better stop water, etc. part of the header and fasten into the wide part of your rafter. So the rafter clip will rest on the 2 in. In order to use these connectors you will have to place them on the wide side of your rafter. Note: Collar ties are intended to provide stability to the roof at the ridge. Rafter Clip are too thick to be bent and are designed to accommodate a 90 degree only. ![]() Collar ties shall be installed on the upper third of every third pair of abutting roof rafters or every 48 inches, whichever is less. Siding 6" above grade, brick to be 4" above grade. Rafters shall be notched to fit the exterior wall plate and fastened to the wall.Rebar: 2 continuous #4's top and bottom or 1 #5 in middle third of grade beam.Monolithic pour with 10"x20" perimeter grade beam all four sides 14.2.3 Rafters with Ceiling loists or Rafter Ties This framing system utilizes rafters uniformly spaced along the structure, tied in pairs to one another by.These ties connect both solid-sawn and engineered lumber across a wide range of applications. 5" concrete slab on 4" gravel/stone base Model H1AZ Store SKU 1000170485 Simpson Strong-Tie hurricane ties are designed to resist high winds and seismic forces by positively connecting trusses/rafters to the top of wall of the structure.Refer back to Micks pictures to see what I'm talking about. Also if you don't know it already you can do the stem wall around the perimeter of the garage also. ![]()
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