Gawdzira

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Posts posted by Gawdzira

  1. I think your going to be able work out your details and overall project well with CA. The speed of working with the program can be astounding (and sometimes frustrating if you want the model perfect). Very good support system and good enough library that is constantly growing. Also one of the most economical programs with full rendering and construction doc capabilities. I have not checked out Softplan lately but I have heard rumblings that it is pretty damn good too.

     

    Your idea of a stud by stud con docs presentation sounds cool on Instagram but the reality is that it is very unlikely to be executed unless you are on the job site 8 hours a day. Making a case for OVE framing and or right sizing of headers, sure. But, even then, unless you have one of those packages with all precut lumber with layout stamped on it (those do exist, at least I saw it on Instagram) you will end up with some level of variation with a custom stick built residence.

     

    Below is an image that I had worked up for my engineer to call attention to some critical ridge beams and the load paths as I saw it. This was a guide for him and really quick and easy to come up with in CA. Those are just solids that I placed and moved around. Not perfect since these were visual guides. To me, this is the most important thing. Construction documents are visual guides and instructions, not shop drawings. Also attached is a shop drawing that was easy to produce in CA and highly accurate.

     

    On you Pinterest board, a lot of those projects show roof to wall intersections with no overhang. Yeah. It looks cool. I get it. Most of my Architecture profs were very theoretical and conceptual with their work. Gamal El-Zoghby, Raimund Abraham, etc. But, if your insurance/contractor license is following you after the work is done, you might want to work overhangs into the aesthetic.

     

     

     

     

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  2. That app looks like a decent program for it's use case (final drawing to send for realtors or appraisal). For me, I believe it would be slower than hand drawing on site. I am pretty fast with my oversized sketch pad (about 12x18 sheet of mdf with some clips for the paper). I print out 11x17 sheets with a grid. Even when I have brought a laptop to the site and done the drawing directly into CA I find it slower overall. Also, having the locked drawing from the site gives me a sense of comfort that a wall did not get bumped and adjust the as built.

  3. This diagram is for an article regarding deck guardrails but the same concept should apply to retaining walls. If you have more than a 30" grade drop at 30" away from your retaining wall, consider the use of a guardrail to protect from falls. 

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  4. When starting a plan file (and always) you are drawing in real world scale. 1"=1". When you send to Layout, you define what scale you send. This is where it becomes important to be aware of what scale you intend to send to Layout if you want your text and callouts to have a relative size when in Layout. For me, if I am working on a plan or elevation view that will be sent to Layout at 1/4 scale, my text is 5". If sending at 1/8", then text is 10". For your 100' long plan, you could possibly send at 3/16" scale and it could fit on a 36" wide sheet. There is also a sheet display in plan view and that could be what is bothering your eyes?