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Using rough stone, Markers, monuments, and such....
fenixsmom
post Mar 26 2014, 08:39 PM
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Moss and seal blubber crammed (hammer and chisel) into the cracks? Works for the alaskians!
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Caveman
post Mar 26 2014, 09:06 PM
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True, but not so much here - no seals! caveman.gif


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fenixsmom
post Mar 26 2014, 09:22 PM
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Lol anyway you could have called me out would reveal I cant back that up.....


Fine, fine.... Bacon fat!
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swizz
post Mar 27 2014, 07:45 AM
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QUOTE (Caveman @ Mar 26 2014, 05:39 PM) *
Got lots of places where it is 1"plus, and lots 1"minus.


You are going to have to determine an "average" width to determine which product to use.

Each of these joint situations may require a different product. Your brain will have to determine the averages. Fill in the blanks.

Average width of typical horizontal log joints:
Average gap width where soffit connects to log terminations (including gables):
Average width of log lacing corner joints:
Purlin penetration gaps (support/structural logs which penetrate the structure):


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swizz
post Mar 28 2014, 02:52 PM
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.... you don't have to mathematically figure out the averages, doesn't have to be precise. There will always be radical +/- variations in each case, those are treatable. Just a rough estimate of those locations by eyeballing the gaps all around. One or two laps studying the gaps and your brain will know.


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Caveman
post Mar 28 2014, 07:24 PM
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I got it..... It's just going to take some time to get it done....


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