The start of the next project. In this video we form footings on a stepped lot. The engineered footing design on this job is 18" wide x 8" deep with 2 #4 rebar grade 60. J hooks or vertical steel is #4 grade 60 rebar 24" tall with a 6" tail, or hook. We are required to alternate those verts and we can't "wet set" but they have to be secured. For that we use [ Ссылка ] Instead of bending bar onsite, I order the J hooks as well as 30" x 30" 90's for corner overlaps Any bar onsite is cut using a cordless grinder.

Our footing boards are 2x6 Doug Fir that are used 1 time for footings, then used up in the framing. Common to our area in residential construction is the use of a line pump instead of a boom pump. It is less expensive and part of the service is that they run the hose. We save money and have extra labor onsite. The concrete mix is 6 sack 60/40 pea with fly ash and both times we've tested it, it was north of 3500 psi (one text was over 4000 psi.

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Oh if you use a drone for commercial work, you need to be part107 certified. Commercial work includes social media like YouTube if you plan to make an income off of that. I watched a video about this last May and then purchased the Part 107 Course [ Ссылка ] I studied and learned for 1 month and then took my test. I scored a 95%, which is a testament to how good Greg and the crew over there teach. That link will save you $100 off the course and support this channel.

0:00 Intro
1:03 Start Forming
2:45 Forming Material
3:21 Screws & Impact instead of Nails
3:52 Squaring the Footing
6:00 Square and Parallel
6:18 Pro Tip
6:54 Kyle's Thumb Wound
7:41 Pro Tip 2
8:16 Story about a Mistake
8:52 End of Day 1/2
9:52 Strip Footings in the Crawl
11:44 Rebar
12:17 Max TwinTier Rebar Tying Gun
12:48 Cutting Rebar
14:00 Snapp Barr
15:25 30" x 30" Corners
17:57 Vert (J Hook) Install
19:38 Chuck Norris Jokes
20:36 Dobbies
21:33 Vogue
23:00 Raise to Grade
25:13 Pro Tip- Dealing with Inspectors
25:58 Forming Step Downs
26:57 Donezo! Closing Thoughts
27:55 Mount Ellinor Hike After Work
33:22 Pre Pour Squaring and Layout

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