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Everything posted by Joe_Carrick
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OK, so try this one. It uses (2) 1/16" cubes to set the bounding box limits - basically invisible Clothes_Washer_2_JPC.calibz
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Here's my version with a 5" spacer at the back and a 1" spacer at the front. It's correct in both 2D and 3D with the bounding box the correct size and position. Clothes_Washer_JPC.calibz
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Actually, the bounding box size and the 3D origin offsets work fine. You can adjust the bounding box size and set the 3D origin y-offset to -5". That will make it look right in 3D and set it 5" from the back wall. The problem is that the 2D block does not synchronize with the 3D origin offsets.
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One way to do this is to add a 3D object to the symbol itself (an invisible 5" cube at the back would work) so that the bounding box includes that space automatically. Another option is a set of small (1/16" diameter spheres) at each corner of the desired bounding box. They can be "No Material" or "Transparent" so they won't be visible but will provide the limits for the bounding box. When the symbol is created, those little spheres are included in the symbol definition and set the bounding box size and location.
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Does anyone have experience with using this product? It would seem to be a good alternative for a Garage Floor above a Basement. In the past, I have done such garage floors with Heavy Timber Beams, Joists and 1-1/4" Plywood sub-floor. In some cases I've used a tile finish floor and in other cases just 2" concrete. Comments appreciated.
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I'm working on a custom home that will have a Walk-out Basement. The wall on the front will be a 10' retaining wall and the 2 side walls will be retaining also but varying from 0 to 10'. I will be using SIP's for the upper 2 floors. The lower floor (Basement) will be either CMU or ICF with a stone veneer. My questions if I use ICF are as follows: What thickness would be appropriate for the 10' retaining wall? How would the stone veneer be applied? Should all of the lower floor walls be ICF and if so full height? At the main floor level (top of wall) can I simply have a 2x6 PT plate with joists on top of the ICF? Where should the upper floor SIP walls align with the ICFs? If instead I use CMU: Would you use CMU for the entire lower floor exterior walls or would you use SIPs for the "walk-out" walls (ie: walls above grade)? Assuming the retaining wall is a combination of 8" CMU with a 48" tall 12" CMU pony wall, which face would you align (inner or outer)? Note: In either case, I will be using an engineered retaining wall (thickness and reinforcing)
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Mike, Win 10 Home has exactly the same screens. I simple copy/pasted the Windows Help info. It's the same thing - the Help File has evidently not been updated for a couple of versions of Windows.
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Does anyone have a detail for a 10' tall CMU retaining wall with engineering calcs? This will be for a walkout basement and the top will be supported by the floor diaphragm above.
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Not that I know of - but you could do a "Snip" and print that.
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Many times I've asked for a 2D LineStyle creation tool (railroads, insulation, etc) with optional beginning and ending terminators. The use of just dashes, spaces, text and the limited "Arrows" as terminators is quite restrictive.
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Only partly - when the dialog doesn't show what is available, confusion abounds. Note that I said "It seems ……" You think maybe?
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Heavy Duty Timber Connection Symbols
Joe_Carrick replied to Joe_Carrick's topic in Symbols and Content
I'm really looing for Simpson CC86 (8" post and 6" wide beam) with bolts. There's one in the 3D Warehouse but it's CC66 and ECC66 as a single symbol. I've tried deleting surfaces but am unable to get rid of all of them and consequently the resulting symbol doesn't stretch properly - even with stretch planes. -
I'm working on a project where I have some Heavy Timber Posts and Beams. I would like to use Black Iron Post Caps, etc. Does anyone have such 3D Symbols?
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No, it seems CA has limited those dimensions to 1/16" increments. It would require a programming change - so you could submit a suggestion but I am doubtful that it would ever get implemented even though is should be easy to do.
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You just need to set the "Opens with" setting in the properties for that type of file. In Windows: Open the File Browser Select a "calibz" file and open the "Properties Panel" "Opens with:" CHANGE Select "Chief Architect X11" -or- Step (1): First of all, open Control Panel in Windows 10 PC and then go to Programs. Step (2): On Programs window, click on " Make a file type always open in a specific program " option... Step (3): Now, the Set Associations tool will start loading. Step (4): Select the file extension whose application you want to change and then select the APP you want it to open with. On a MAC it will be something similar. We have to do this with each new version of Chief.
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Why can we not set up floor zero or 2nd floor in default setting?
Joe_Carrick replied to ShaneK's topic in General Q & A
Shane, Have you upgraded to version X11? Your signature still shows only X10. BTW, I think those defaults (Carpet, etc) are now controlled on a "Room Type" basis. Show you would need to change the Room Type definitions. -
I know for a fact that version 9.5 used a USB Hasp. I've never heard of Chief having a Serial Port Hasp but I suppose it could have.
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Doesn't your new computer have a USB Port?
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Stairs - Risers and Treads
Joe_Carrick replied to Joe_Carrick's topic in Building Codes and Compliance
That's actually 8"R/9"T with a 1" nosing. It was allowable for private stairs in the UBC and for existing homes that would generally be grandfathered with the current IRC - but only for existing stairs. -
Stairs - Risers and Treads
Joe_Carrick replied to Joe_Carrick's topic in Building Codes and Compliance
I've always use the same rule but with a range of 24"-28". The problem however is that with 7-3/4" risers the formula would allow 9" treads. Fortunately the code requires 10" minimum treads but even that can result in a pretty steep stairway. A lot of condo builders use 7-3/4" / 10" which I find uncomfortably steep. -
Yes Michael, I also used that method in X10 but with X11 we have access to the "room" attributes of the "Level Line Markers". This works much better since the Markers have 2 labels and are the appropriate object to display elevations.
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I've figured out a solution using custom macros in conjunction with "Level Line Markers". A macro attached to a marker in the Site Plan - that gets the Pad Elevation and stores it as a Ruby Global Variable $Pad_Elev Another macro that is attached to markers located in rooms - that adds the marker.height, the marker.room.floor_elevation and the $Pad _Elev The second marker can be copied to anyplace in the Floor Plan(s) to display the absolute elevation value at that location. This was not possible prior to X11.
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How do you show the absolute floor elevation in you plan views? Example: Building Rough Pad Elevation is 4,893.00 ft. I want the elevation of Level 0 to be 1.75' above that. What should I set the Terrain Offset as if Level 0 is -10 feet. -or- What should I set Level 1 elevation at if the Terrain Offset is -4,891.25 I just want Chief Room Macro to report absolute elevations corresponding to the terrain contours. Will either of the above result in problems since the model would possibly be almost 5000 ft above z=0.00
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When you open the Schedule dbx do you not have an option to "Include Items only from Rooms:" ?
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You should be able to limit the Schedule(s) to specific Rooms. This will make your Schedule(s) shorter - but you will need multiple Schedules. ps: Training is pretty much a requirement for a program of this complexity.