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How to build a garage from the ground up

Step 6Framing Basics

Framing Basics
The first construction step is going to be framing up the walls. To successfully frame your garage you need to decide where all your openings are going to be (windows and doors) and plan for the sheathing on the outside and any interior covering (drywall, plywood) you plan to use. I framed my garage in 24" on center stud spacing but the same approach applies to 16" on center construction. Based on my site plan and elevation drawings, there are more openings on the east wall, with the access door and one window. Thus I am going to start there.

The first step to framing up the east wall is to measure the width of the slab/block. As designed mine is right on 20' within a half inch. Take this measurement and cut AC2 treated 2x4's to make the bottom or sill plate. Any lumber that contacts masonry must be treated to prevent rot. Keep in mind that building code requires that any cuts in the sill plate be anchored with bolts within 12" from the cut on both sides of the cut. Place your cuts accordingly or buy a longer piece of wood. If you plan ahead you can have the concrete guys put in some extra anchors for this purpose. With the sill plate cut, lay it on the slab/block and transfer the positions of the anchor bolts onto the wood. Make your marks so that when the sill plate is mounted on the bolts it will be flush with the exterior surface of the slab/block. Then drill holes in the sill plate large enough for the anchor bolts to clear (~3/4" ) and make sure all the bolts will fit through at once without too much binding. Leave the sill plate on the bolts on the slab/block.

Then measuring from the outer edge, make marks on the top of the sill plate every 24". If the marks overlay any of the anchor bolts you may need to notch the corresponding stud or cheat the stud to one side or the other. Also mark the opening for the door. Typically, the opening for the door is 1.5-2" larger than the door itself. So for a 32" door you need a 33.5-34" opening.

Next, cut regular non-treated 2x4s to the same total length as the treated sill plate. This span should be made up of 2 pieces or less. This is the first layer of the top plate. Then take the sill plate off the bolts and lay both the sill plate and top plate next to each other and transfer the stud measurement marks to the top plate. Now lay both the sill plate and the top plate on an open flat area such as the slab about 8' apart. Now get your 8' studs and start laying them in place at the marks. Before you start nailing, let's talk about openings.

The width of an opening for a window or door is defined by the distance between the innermost jack studs. The jack stud runs uninterrupted from the header to the sill plate and provides support. Nailed to the outside of the jack studs are king studs that run from top plate to sill plate like normal studs. Generally you want one of the king studs to be on your 16" or 24" spacing pattern. Above the header and below the top plate are so-called cripples that are placed on the 16" or 24" pattern. At the bottom of the opening (for windows) there is a saddle stud that is toenailed into the jack studs and supported by more cripples that go from the saddle to the sill plate. See the sketchup diagram below to clarify. It is very helpful to have your openings planned out before framing so you can quickly measure and cut the required lumber. The header is often made from a pair of 2x6's cut to width and nailed together with a spacer in between to make the total header thickness the same as the wall. In the case of 2x4 framing where the wall is about 3.5" thick the pair of headers will be around 3-3.25" thick and a spacer can be omitted if you are lazy.

Another thing to note is that your starting wall will be the full width of the slab/block foundation. The subsequent side walls will overlap the ends of the first wall. As you can see in the opening framing sketch below I have added an interior wall stud that allows the creation of an interior corner for screwing/nailing your interior finishing material to the framing. See the corner framing sketch to get a better idea of how this occurs. The sketch is a cross section of the framing at the corners of the walls. When wall#1 and wall#2 come together, the end studs will sit such that there will be no way to attach the interior sheathing to the framing of wall#1. Thus an "interior wall stud" is added. I have no idea what this is called, so take that name with a grain of salt. I suppose I should name is something catchy like "queen stud" or "naughty in the corner stud". I leave that to the experts.

With your openings and corners planned you can cut the lumber and start nailing through the sill and top plates into the studs using the power nailer or your own elbow grease. You want two nails per connection. There are a couple of types of nailing connection, that I will call end nailing, toe-nailing, and bond nailing. See the sketch below to get an idea of how these are done. The only one that can be tricky is toe-nailing, but you will get the hang of it. For attaching the studs, jack studs, king studs, cripples, etc to the sill and top plate you will need to put two end nails into each stud through the plate as drawn. You will use bond nailing to attach the headers together and to attach the jack to the king studs. You will also end nail the headers to the king studs and the cripples to the saddle. The only place you need to do toe-nailing in most framing is to attach the saddle to the jack studs and to attach upper cripples to the headers. Go to it.
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16 comments
Jul 27, 2010. 2:08 PMbit_bucket says:
Your a great help but I need to self install a 4 way switch for a man cave (3 switches one light) any help?
Jun 22, 2010. 9:14 PMrzook says:
what software are you using for your cad drawings? is it free?
Jan 18, 2010. 7:20 AMnashsimmental says:
I'm adding an attached 2 car to my existing 2 car and I'll be using 2x6 construction with 1/2 ply sheathing with 1 3/4 styro over the ply. ( I want to heat the garage ) the styro was free from a industral building under construction that was damaged from a tornado. I was thinking that I would have trouble securing the window and door flanges to the styro so could I insert a 2x8 frame into the window and door openings to be flush with the exterior sheathing and give me something to nail to? I know I would have to widen my opening 3" (1 1/2 each way). I live in Illinois in the country and have fields a mile each way around me and the winter winds get a good run at the house. The house is cedar sided but I was thinking about Hardy concrete board for siding for more rot resistance. Thanks for any advice!
Sep 2, 2009. 10:35 AMjon2dc says:
Can someone please give me some drawing on how will I construct a 20 ft wall. I dont know how will I connect the pieces to get 20 ft and how will I double plate it on top. Ex. If I use two pieces of 2x4x10 on the base what should be the measurement of the top plate? Should the connection of the top plate have a stud on the middle?
Sep 2, 2009. 1:15 PMjon2dc says:
thanks for your reply. May I know the normal practice? If you will make a 20' wall what would you do? Is 8.5 ft and 11.5ft ok? so it's 8.5 and 11.5 at the bottom and then 11.5 and 8.5 for the top plate? Is it necessary for the double plate to overlap on the other wall?
Sep 2, 2009. 7:58 PMjon2dc says:
thanks for your help. One more thing. Is the following configuration fine for a 20 ft wall? top plate: 12 ft and 8 ft bottom plate 8 ft and 12 ft double top plate 8 ft and 12 ft. if I do this then I will have one of my stud exactly on the joints of the top plate and bottom plate. Is this fine? as I will have my stud every 16 inches? thanks in advance
May 2, 2009. 4:25 AMrh7157 says:
I started to lay out my walls and found out my slab inot square. it was supposed to be 16 x 24 and it is 16 x 23' 9 x 23' 11. bothe ends are 16 ft but the two side differ by 2 inches. do i build to the slab and try to square up with the roof or do i square up the initial framing and leave an inch ovehang/short on the slab? BTW they deliverd the lumber yesterday and it is raining today.
Jun 19, 2009. 11:36 AMjsummerlin says:
Start out at the front and layout everything toward the back. Make the back wall the odd one. No one will notice. Most of the time you can mooch a few boards at the end and make everything come out ok. If this contractor laid out the slab and is off that much you may be better finishing it yourself. A quick way to end a friendship is hire a friend.
Dec 8, 2007. 3:13 PMwatermelon says:
Where did you get the plans for the stud layouts, anyway? I see many other anomalies. Notice that with the layout shown the exterior sheathing only has one backing point on the end, which is bad. What you want is to maximize backing by turning the interior stud to be parallel with the end stud #1 using 3- 2"x4"x6" spacers between the interior stud and the end stud #1, top middle and bottom. This still gives enough interior corner drywall support when you lay this piece up first.
Dec 27, 2007. 5:10 PMtjkittle says:
Don't forget to mention that OSB sheeting on 24" center, does not work! especially if it is 7/16" like side wall sheeting should be, 16" centers only on side walls. 24" centers on trusses is fine, plus I would use 1/2" sheeting for my roof sheeting. Plus the bottom plate should be treated if your going to build it like the drawing. The other way is with the treated plate attached to the bolts as shown and then your common bottom plate.(common being untreated) common lumber should never be in contact with masonary. other than that you did a great job. PS your corner framing is fine.
Apr 14, 2009. 7:57 PMbrizzx32 says:
Hey J I posted a question on your roof because it seems like one side is at a narrower grade and I was wandering if I had missed one of your steps. Maybe you could get back to me? Thank You. Brian
Dec 30, 2007. 4:26 AMwatermelon says:
Not in Florida.
Dec 13, 2007. 4:53 PMkaleb1999 says:
there is an eaiser way of doing this with 2 2X4s nailed together one on edge to the flush with the edge of the other, that way you have your SR backer and can fully insulate the corner rather than a solid corner post.
Dec 14, 2007. 10:36 PMwatermelon says:
Deviating from code does not make things easier in the long run.
Dec 15, 2007. 4:58 AMkaleb1999 says:
This is not a deviation from code, and is a fully acceptable corner. I have been framing with this corner for over 15yrs and have not failed an inspection yet in Iowa and Minnesota.
Dec 15, 2007. 6:15 AMcharlie_r says:
As I understand it, out west they call it a "california corner" probably since the use of it started there.
Dec 15, 2007. 7:28 AMkaleb1999 says:
As with even a solid post corner as Watermelon was referring to I would still suggest the use of a permanent steel strap brace between the studs and the sheathing. These are very easy to use and will make your corners as solid as concrete posts. Just snap a diagonal line on the studs before you stand it up, making sure it is square first, cut the line with a wide kerf saw about a 1/4" deep, lay your brace into the cut and nail on each stud and sheath.
Dec 16, 2007. 9:16 AMwatermelon says:
Code in Florida requires minimum 3 stud corners as do many other States. Prior to the invention of plywood a 1 x 4 was used in place of a steel strap for diagonal bracing. Most every compliant utility or garage building without plywood sheathing and with no interior panel will reveal this type of bracing. In Florida where codes have been extensively updated to reduce cost of insurance and cost for insurance companies. In addition to bracing straps studs are now required to be anchored to plates with a quarter inch thick brace with a rounded bottom so the stud can lean without breaking. There are many, many other such innovations and requirements popping up in code all over the place. Fortunately, evaluation work done back in the Hippy generation means that geodesic dome construction, except perhaps for additional foundation ties, naturally surpasses all requirements in code for bracing.
Dec 16, 2007. 10:00 AMwatermelon says:
If you have never built one before, be sure to build a model first, especially if you go higher than 2V. I bought 400 bamboo skewer sticks (popsicle sticks work well too) to build a model of the 6V sphere I'm planning.
Jan 14, 2008. 1:25 PMSenseless says:
Plans? Come on, what self-respecting DIY'er would resort to plans?

LOL, Hey nice to meet you nice Instructable your name is a bit spooky cause my Last is Engel but I literally got the permit to build my house with a hand drawn set of floor plans, a cross section of a footer I did in the inspectors office cause I didn't know I needed it, and a sketch of what it would look like from the front LOL.

That was eight years ago. Everytime I needed an inspection they had to dig records out of the closets to find my permit number.

Watermelon is right about the codes in Florida being upgraded. I'd need engineered drawings to get a permit now.
Dec 9, 2007. 9:58 PMAustringer says:
This depends on your city. We wanted to modify the front of our house. In trial one with the design review board with had a front, side and top view and they made annoying, non-committal sounds and asked for additional information before they'd give us a permit. In round two I did the whole thing up in some cad software so they could flip through the nine pages and see every layer. That time they rolled around of the floor and made cooing noises. When it's just you, plans are no biggy (assuming your really know what you're doing). You don't have to look too long to realize that there are a lot of people out there who don't but are sure that they do.
Dec 9, 2007. 2:16 AMwatermelon says:
A framed corner is a major structural element for both contracted and DIY projects which through culmination of improvement by many, many hands has reached the stage of ultimate and efficient design. It is definitely a "best practices" issue which code may defer to as the minimum standard. As for passing local inspection a lot depends on legal jurisdiction, building department policy, inspector knowledge, etc. In most, if not all, legal jurisdictions in the US inspectors must follow code and are not authorized to deviate without an architect's approval. Code often requires submission of plans to catch and correct such anomalies and to have a record in case of problems later on. Most county property tax departments require a floor plan anyway so they can categorize the space and assign the proper rate. Building something that may put someone's life at risk, including your own, is the issue. "Can it put life at risk?" Is the common question that most conscientious building departments and inspectors ask when coming across any anomaly. They have authority to pass only if an architect has certified the anomaly safe and as representing no risk to anyone's safety, regardless of whatever improvement or advantage it offers in form or function or cost. I learned this the hard way with a very conscientious plumbing inspector on my first DIY construction project. He pointed out that knowing code and/or "best practice" is a prerequisite to DIY design and independent of "common sense," individual intelligence, higher education or on-the-job experience where code or "best practice" knowledge was not gained. In fact, I know a licensed contractor who violated the DWV safety concept in his own home that the inspector had described to me although DWV involves many other issues such as proper quantity, size and limit of vents and traps. Bottom line: read the books first then explore alternate design, else risk accidentally putting safety of yourself and others at risk.
Dec 10, 2007. 7:52 PMwatermelon says:
One of the things I like most about the Instructables is the opportunity it presents to compare "right" versus "wrong" methods of doing something based on using reader feedback for help.

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Author:jmengel