I’m sure an 18 inch footer would support the structure you’re speaking of but you won’t know what’s code until you ask your inspector or figure it out online.
I don’t have first had experience with Alaskan slabs or monolithic pours as some may call it. But I just finished extensive research on...
I couldn’t find anything. Here’s what I did when I was in your situation. Call the three towns nearest to you and ask to speak with the inspector and tell them exactly what you’re wanting to build. Tell them that you live in the city that your calling and ask about footing requirements. See what...
Good morning Garagers,
First I wanted to say thanks to everyone for your assistance on my previous questions. You guys have been a god send for my project. Thank you!!!
I need help with ideas for trimming along my rake edge. My assumption is that I run a 2x6 along my rake and secure to the...
Thanks for the input everyone. Just wanted to add information I received from the engineering department at the truss plant as to help anyone out in the future.
Anyways, spoke to an engineer and the camber is within spec. At about 3/8 of an inch. Spec being 1/4-1/2 for this design. He said it...
Thank you. I think the title of my thread got this off to a confusing start. When I initially researched my situation I thought it was called uplift. When actually it’s a cambered bottom chord.
Thanks for the lengthy response. Are hurricanes ties sufficient for my exterior walls or do I need to account for any horizontal movement in the heel or the point that rest on the wall? Do I need to remove and go with a horizontally slotted clip? Photo attached.
Thanks for the response. The product that you attached makes sense to me for interior walls but not exterior walls. I would think you want no vertical movement on the truss ends where it sits on exterior walls.