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    • medeekM 離線
      medeek
      最後由 編輯

      If there is enough room between the footing and the slab I could see how one could omit the stemwall and have a layer of gravel, sand, soil between the slab and the footing at the opening. I have never seen a slab poured that way at the garage door opening but it doesn't mean it can't be done. I supposed one could even go so far as omit the footing across the opening as well but from a structural standpoint I would highly discourage that, much better to tie the building foundation together at the perimeter with regard to lateral loads.

      Nathaniel P. Wilkerson PE
      Medeek Engineering Inc
      design.medeek.com

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      • K 離線
        KrisM
        最後由 編輯

        Option 1 is what I have used many times. Never the others. Frost depth 2 to 3 feet typically.

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        • medeekM 離線
          medeek
          最後由 編輯

          The blockout methods seem to be all over the board, I've even talked with some of my engineering friends and the response is mixed there as well. I guess I just need to provide the option for any of these three configurations within the plugin. Sometimes I feel that I get bogged down in the details but I hope some of this level of detail is appreciated.

          The other issue I'm having with slabs within garage spaces is the slope of the slab. I'm trying to determine if is worth trying to incorporate a slope into the slab as it would actually be poured. As far as I know there is not a minimum slope specified for garage floors in the IRC 2015 or earlier only this fairly general statement:

          [highlight=#ffffcf:1d83tmnb]The area of the floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway.[/highlight:1d83tmnb]

          Typically the garage slope is 1/8" per foot or 1:96, how critical is this to you the user of the plugin? Flat would be easier to program but then your blocked out entries on the side of a garage would be only theoretical.

          Nathaniel P. Wilkerson PE
          Medeek Engineering Inc
          design.medeek.com

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          • M 離線
            MtnArch
            最後由 編輯

            A few observations ...

            1. In residential construction here in central California the norm is to pour the garage slab monolithically with the footings. Some builders will pour the footings and stems first and then come back with the garage floor slab, but there aren't many. Our frost depth is very shallow.
            2. My preference for sloping of the garage slab is to have a 3-1/2" drop at the top end below the residence's finished floor slab and sloped down to 5-1/2" at the garage door end.

            Highest Regards,

            Alan T. Hendry, RA
            Architect

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            • K 離線
              KrisM
              最後由 編輯

              My feeling about slopes is that I absolutely want to model them. There are a lot of instances where having the real slope gives you valuable information with regard to the actual construction. A case in point would be - What is the real height of a deck beam. I would rather have this information on the drawing or model rather that having the carpenter figuring it out on the jobsite.
              With respect to garage slabs, I usually have the slab 2" min below the adjacent house floor with a 2" slope from the back of the garage to the garage door.

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              • pbacotP 離線
                pbacot
                最後由 編輯

                And where do you set the floor height from. Usually I end up working out what is best at the rear of the garage and sloping from there.

                MacOSX MojaveSketchUp Pro v19 Twilight v2 Thea v3 PowerCADD

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                • medeekM 離線
                  medeek
                  最後由 編輯

                  Here is a quick study on a garage slab that slopes 3" over about 24':

                  https://3dwarehouse.sketchup.com/warehouse/getpubliccontent?contentId=56f0432b-fa0a-4b44-852c-5c5c8370351e

                  View model here:

                  Link Preview Image
                  3D Warehouse

                  3D Warehouse is a website of searchable, pre-made 3D models that works seamlessly with SketchUp.

                  favicon

                  (3dwarehouse.sketchup.com)

                  What to do with the slope at the garage door? I've flattened it out but that leaves a line in the slab.

                  At the side door entrance the right side of the slab is about 3/8" higher than the left side. Entrances that are parallel to the slope will have this property (problem?).

                  At the rear of the garage the slab is 6" below the top of the foundation and at the garage door it is 9" below the top. Perusing through different plan sets I've collected over the years this seems pretty typical for the slope (1/8" in 12").

                  I think I should probably make the slope an option so those that want to model it can.

                  Rather than make the slope a percent grade or degrees I think it would be easiest to let the users specify a total rise or drop for the entire slab.

                  Nathaniel P. Wilkerson PE
                  Medeek Engineering Inc
                  design.medeek.com

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                  • medeekM 離線
                    medeek
                    最後由 編輯

                    I was playing with the Dibac plugin a little bit today and I really like the wall creation tool or how it works when selecting the 2D wall layout. I think I can program something like this for stem wall creation (polyline) that would allow the user to select any random stem wall layout. I've pretty much got it worked out already but I'm trying to figure out how to do that little trick with the tab key which allows the user to toggle the wall justification. Any hints would be appreciated.

                    Nathaniel P. Wilkerson PE
                    Medeek Engineering Inc
                    design.medeek.com

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                    • medeekM 離線
                      medeek
                      最後由 編輯

                      I've been investigating attributes today trying to get a better handle on this aspect of SketchUp. I've noticed that the housebuilder plugin creates a category called "einfo" and stores a number of variables one of which is the "origin". If you manually move the wall group the origin attribute will automatically reflect this change in location. This is exactly the feature I need for my various assemblies (groups) so that I can add an edit feature. Howevever, I can't seem to figure out how this attribute is automatically updating. When I create an "origin" attribute under a "einfo" category it does not update. I must be missing something.

                      Nathaniel P. Wilkerson PE
                      Medeek Engineering Inc
                      design.medeek.com

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                      • jujuJ 離線
                        juju
                        最後由 編輯

                        Try asking those questions in the develops section, I'm sure someone there would be able to point you in the right direction. Most visitors (including me) that frequent this section (and others) would not be able to even comprehend what you're referring to.

                        Save the Earth, it's the only planet with chocolate.

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                        • medeekM 離線
                          medeek
                          最後由 編輯

                          The current home designer I am working for likes to use 2x4 bearing walls versus a post and beam system in their crawl spaces:

                          http://www.callhomeinspector.com/s/cc_images/cache_2922621504.jpg?t=1336939826

                          I am wondering how common this method is and if it is something I should add into the foundation plugin as another variant.

                          Nathaniel P. Wilkerson PE
                          Medeek Engineering Inc
                          design.medeek.com

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                          • facerF 離線
                            facer
                            最後由 編輯

                            Crawl Space - Access
                            Suggest an "access opening" in the stud spacing for any future inspection or maintenance.
                            Centre location would be logical, miss one stud and design support for floor joist.

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                            • medeekM 離線
                              medeek
                              最後由 編輯

                              For a stud wall your right you need access doors or openings. I will make another function that lets one place the opening after the fact, that way they can be located by the user.

                              Nathaniel P. Wilkerson PE
                              Medeek Engineering Inc
                              design.medeek.com

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                              • medeekM 離線
                                medeek
                                最後由 編輯

                                Does anyone have any details showing the access door through a strip footing and bearing stud wall. I have one here but I would be interested in seeing what others use so I can determine the most popular way of framing this up and then implement it.

                                Nathaniel P. Wilkerson PE
                                Medeek Engineering Inc
                                design.medeek.com

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                                • M 離線
                                  MtnArch
                                  最後由 編輯

                                  What I've done in the past (and seems to work the best) is simply frame it as a door opening (36" or 48") with a 4x4 (or 4x6) with the top flush with the double top plate.

                                  Highest Regards,

                                  Alan T. Hendry, RA
                                  Architect

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                                  • medeekM 離線
                                    medeek
                                    最後由 編輯

                                    Something like this?

                                    http://biotoxinjourney.com/wp-content/uploads/2016/02/Sealed-Crawl-Space.jpg

                                    Nathaniel P. Wilkerson PE
                                    Medeek Engineering Inc
                                    design.medeek.com

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                                    • facerF 離線
                                      facer
                                      最後由 編輯

                                      Medeek,
                                      I am curious about the "white" membrane, is there to be a concrete slab poured?
                                      If so what was the construction sequence?
                                      If it is a moisture barrier how is it protected?

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                                      • M 離線
                                        MtnArch
                                        最後由 編輯

                                        Nathaniel -

                                        Yep, that's basically it (though I've also see the top plates lapped into the header as well).

                                        Highest Regards,

                                        Alan T. Hendry, RA
                                        Architect

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                                        • medeekM 離線
                                          medeek
                                          最後由 編輯

                                          Version 1.0.3 - 08.28.2016

                                          • Enabled interior bearing wall(s) with strip footing.

                                          http://design.medeek.com/resources/images/foundation_su10_800.jpg

                                          View model here:

                                          Link Preview Image
                                          3D Warehouse

                                          3D Warehouse is a website of searchable, pre-made 3D models that works seamlessly with SketchUp.

                                          favicon

                                          (3dwarehouse.sketchup.com)

                                          I still need to enable the ability to add framed openings into the interior stud walls. Interior stud/bearing walls can be created with single or double top plates and can be full span or partial spanning as shown in the image above.

                                          Also note that the studs are aligned from the right side of the stemwall foundation edge so that they line up directly under the floor joists.

                                          Nathaniel P. Wilkerson PE
                                          Medeek Engineering Inc
                                          design.medeek.com

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                                          • medeekM 離線
                                            medeek
                                            最後由 編輯

                                            My new job has kept me away for the last few weeks so that getting anything done on the plugins has been a real challenge. Even so I've been giving some thought to stepped footings/foundations and would like some input from the designers and architects out there on what is common practice and what they would like to see available for this sort of feature within the plugin.

                                            http://design.medeek.com/resources/images/foundation_su11_800.jpg

                                            View mode here:

                                            Link Preview Image
                                            3D Warehouse

                                            3D Warehouse is a website of searchable, pre-made 3D models that works seamlessly with SketchUp.

                                            favicon

                                            (3dwarehouse.sketchup.com)

                                            Note that I messed up on this model the exterior cripple/pony walls should have only had one top plate so that the combined top plate from the shallow sections and the single top plate would have created the typical double top plate.

                                            Nathaniel P. Wilkerson PE
                                            Medeek Engineering Inc
                                            design.medeek.com

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