Hey all.
Test in a week, in another city, because there are no testing slots any more in my city ((EVER)) (hotel, rent a car, less time to study, added stress)
anywaysssssss
Here is my shot at Mike's vignette.
I'm pretty confused as to why a load bearing wall shouldn't go up two stories, why columns are better? Wind load, weight? The instructions say all that is negligible?
Also I read elsewhere beams and joists shouldn't span more then 40 feet. Where is that written anywhere in the official literature? How is anyone supposed to know this 'invisible' rule, how is that fair? Sorry for the negative attitude.
Thanks for giving it a look-see!