Csnrv2019 Posted October 13, 2021 Share Posted October 13, 2021 The plan I have attached is currently a mess and I am in the process of cleaning and finalizing, however I am having issue with creating a foundation wall that allows a 24 inch floor truss to be set inside the foundation wall along with using a 8inch block and then using 4 inch block on the top 2 courses. Has anyone ever accomplished this? TIA, Mike 2021-10-13 Curtis Plan to Chief Help.zip Link to comment Share on other sites More sharing options...
Solution rlackore Posted October 13, 2021 Solution Share Posted October 13, 2021 You can get close using a Pony Wall for the foundation wall and checking Wall Specification>Structure>Platform Intersections>Ceiling Platform>Hang Floor Platform Above on Wall. Draw a Floor Truss, modify it, lock it, then copy it across. You will still need some CAD work to clean up the sections, or you can not worry about modeling the condition and simply reference the nice detail you have. Link to comment Share on other sites More sharing options...
rgardner Posted October 13, 2021 Share Posted October 13, 2021 Automatic (well Floor trusses have to be done manually always but everything else automatic) with trusses snapping to the narrower wall: Link to comment Share on other sites More sharing options...
rlackore Posted October 13, 2021 Share Posted October 13, 2021 1 hour ago, rgardner said: Automatic (well Floor trusses have to be done manually always but everything else automatic) with trusses snapping to the narrower wall: Ryan, I suspect the OP needs a full 8" thick wall below grade as shown in the detail, which is why an extended top-chord bearing is necessary. Truss bearing length may also be an issue. These are design issues, but they manifest as Chief issues when attempting to model the conditions. It would be nice if the software would give us more control over truss end conditions. Link to comment Share on other sites More sharing options...
rgardner Posted October 13, 2021 Share Posted October 13, 2021 7 minutes ago, rlackore said: Ryan, I suspect the OP needs a full 8" thick wall below grade as shown in the detail, which is why an extended top-chord bearing is necessary. Truss bearing length may also be an issue. These are design issues, but they manifest as Chief issues when attempting to model the conditions. It would be nice if the software would give us more control over truss end conditions. What I am showing was an 8" thick wall at the bottom and a 6" at top. If they need the 8" to go to grade you would just change the pony wall height to be specific to that height. Same concept. Link to comment Share on other sites More sharing options...
Csnrv2019 Posted October 14, 2021 Author Share Posted October 14, 2021 On 10/13/2021 at 9:28 AM, rlackore said: You can get close using a Pony Wall for the foundation wall and checking Wall Specification>Structure>Platform Intersections>Ceiling Platform>Hang Floor Platform Above on Wall. Draw a Floor Truss, modify it, lock it, then copy it across. You will still need some CAD work to clean up the sections, or you can not worry about modeling the condition and simply reference the nice detail you have. This is exactly what I needed. Thanks for the help!! Link to comment Share on other sites More sharing options...
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