Alaskan_Son

I think the only way to get what you're looking for would be to change the truss labels to a custom macro. Try this... 1. Open Text Macro Management, click New, and name the macro "Custom Truss" (or whatever you want). 2. In the Value field enter the following: truss_number-1 3. Check "Evaluate", under Context select "Owner Object", and then click OK and Done 4. Group select your trusses (easiest way is probably to switch to the truss tool, hold down shift, and draw a marquis selection box around all your trusses), in the Label tab select Specify Label, and then enter the following: TR-%Custom Truss%

Not sure I have a perfect answer for you Scott, but that layer essentially controls anything and everything built on floor zero.

Open the schedule and uncheck "Use Callout For Label"

I suspect you're using the Perspective FLOOR Overview or Perspective FLOOR Camera (which only display the single floor). Use one of the FULL cameras.

You don't think that perhaps posting the plan (even a stripped down version) might be a good idea do you? ; )

Similar suggestions have been posted in the past and the overall idea isn't bad. I personally don't feel its all that difficult to get what you're after right now though. Here are a few ideas to consider... 1. You don't have to create a CAD Detail in order to use a CAD mask and keep the view live. Simply place a mask over your plan view and turn the mask on or off for any given layer set. This is one area where "Make Copy of Active Layer Set" can be extremely beneficial. 2. You can also very easily create a CAD mask over your actual layout box in lieu of reshaping the box itself...just takes a couple extra clicks. 3. You can explore using CAD>Plan Footprint to essentially create plan view cameras. They are basically live CAD Details and are saved in your project browser. You can use whatever layer set you want and whatever CAD you draw (including masks) are part of the CAD Detail only and not the plan itself. You also have the unique ability of being able to place multiple plan views in the same detail and you can move them around as necessary...you could have all floors visible in a single CAD detail and they can all be kept live. There are some limitations as you can't use reference sets (although you can overlap views in layout) and if you have multiple floors or views in a single Plan Footprint CAD Detail they are all limited to using the same layer set. Its definitely worth a look though. Anyway, those are just a few options that come to mind.

As I understand it, the OP was referring to the PLAN VIEW shape being a non-rectangular shape.

For a simple shape yes, but for something with no radius or a more complex floor shape...not so much.

Yep. This is what I would probably do as well.

You bet. "Cheers" to you as well

Select the room...molding tab.

You're welcome. And that name sounds really familiar. I think I have friends or colleagues that might know him, but I don't personally.

Your problem is that the beam is PAINTED the porcelain color (the color has been put over the top of the Fir texture). When using the material painter, make sure you have Blend Colors With Materials (the little paint roller icon) toggled OFF. There are very few circumstances where that setting should be toggled on IMO.

Bottom right...Click "More Reply Options". Then click "Browse" and select your .PLAN file (you MUST make sure the plan is closed first). Should be as easy as that. If the plan file is too big you can either try zipping it, strip it down (do a Save As and delete everything that's unnecessary) or simply post a Dropbox link. If the textures your using aren't from the core library you might need to "Backup Entire Plan" and attach that zipped folder rather than just the plan.

Glad we got that sorted : )

In addition to the formula I posted above, try setting your sub fascia height to... Vertical Structure Height - (Sub Fascia Width x Roof Pitch) Note: Again...make sure to use the fraction for your roof pitch as noted above.

In your normal plan view, switch to your plot plan layer set and simply delete the extra property line polyline. Should be as easy as that. Or if you want to keep it for some reason, just put it on a unique layer and turn that layer off in the layer set you're using for the Plot Plan CAD Detail.

This will only work for a very specific truss design, but if I understand what you're looking for it might work for you. Try this formula for your Raise Off Plate value... (Roof Overhang - Sub Fascia Width - Fascia Width) x Roof Pitch Note: Make sure and use the fraction for your roof pitch and not just the top number or the angle. In other words, 6/12 would be .50, 8/12 would be .667, 12/12 would be 1.00, etc.

I think you still must be misunderstanding. How about you post a plan where you think the vertical structure definition doesn't match my description and I'll make you a quick video clarifying? I think what you might be missing is that once you check "Trusses", the vertical structure depth in the Build Roof dbx no longer applies as it is still attached to the Roof Structure settings. As I said, once you check "Trusses" those structure numbers are then controlled by the Framing Defaults. If you want to get the correct vertical structure depth for your truss roof you'll have to open the actual roof planes or Edit All Roof Planes.

I think you're just not understanding. It's crystal clear to me...I guess I'm just not explaining it very well. Take a cross section of your roof and measure the rafter or truss top cord PERFECTLY VERTICALLY. This is the Vertical Structure Depth. The reason it changes when you change your pitch should be apparent. The vertical measurement will increase as the pitch increases. A 9-1/4" rafter will have a vertical structure depth of 9-1/4" at a zero pitch. At a 12/12 pitch, that vertical structure depth would increase to around 13-1/16".

I'm not sure whether you're taking crazy pills or not, but I think you are definitely trying to oversimplify something that's really pretty complex. How is Chief supposed to know how you want those "A-frame" trusses built? Like I said, a person could build those a ton of different ways even using the same pitch and overhang. The truss just might require a seat cut on the top cord, a pitch cut onto the bottom cord, an added vertical member out at the end, etc. Regarding the vertical structure depth, that's simply the vertical measurement (measured along the z-axis) of whatever you have in your Roof Structure Definition dbx, or in the case of trusses...whatever you have the top cord set to.

I think this is actually a bug that needs to be reported and corrected. The sill plate will center itself beneath the main layer so long as the foundation is anywhere beneath that main layer. If you move your foundation so that its just inside that main layer you'll see that the sill plate re-positions itself so that its aligned with the exterior of the foundation wall (as you would expect to see it). I see no good reason why it should behave like it does. We should really have a setting that controls the sill plate location but if anything it should probably default to align with the outside of the foundation main layer. As it is now, I think maybe the best thing to do is just manually re-position them where necessary.

Here's what you should really do... Post the plan. Then one of us can take a look at it and give you a much better and more accurate answer.

There's really nothing secret about the birdsmouth value. It just the dimensions of the notch in the rafter. By default Chief gives it a notch with a seat cut the width of the exterior wall. So, for the sake of easy explanation...If you had a 12" wide exterior wall, the Raise Off Plate/Birdsmouth numbers for a 2/12 pitch would be -2. For a 3/12 pitch it would be -3, for a 4/12 pitch it would be -4 and so on. When you check "Trusses (no Birdsmouth)" the structure defaults then come from your Framing Defaults>Trusses>Top cord. By default, the bottom of that top cord will rest exactly at the outside corner of your exterior wall...or with a Raise Off Plate value of 0". The problem with using a formula to figure out that raise off plate value is that it depends entirely on how you want your truss constructed. Using the exact same roof pitch and the exact same overhang I can get a cantilevered truss with basically an infinite number of raise off plate values...including a limited number of negative values.

You can do as Joe suggested but I personally think there's no problem using the library. Just temporarily switch your Current CAD Layer or Annotation Set when you're placing the blocks. It just takes a matter of seconds. There is also a 3rd option...You could use a separate warehouse plan specifically for all those details and just copy and paste to and from that. And you could also consider using simple text macros for many of those text blocks.