How to nail LVL beam to King Stud

Jay's plan to use beam pockets in the front wall will work fine. Dbl. top plates with no additional structure supporting a roof over a SIX foot span (as per Tester101's first suggestion) is entirely inadequate. Whether a 2x beam on edge is adequate, and how deep it is, depends on what the roof snowload is, if any.

There are also hardware beam hangers available that support the end of the beam and are nailed or bolted to the supporting studs in the front wall, eliminating the need to frame pockets. Tester101's second suggestion to use a ledger to support the beam end is a viable idea, but the connection of the ledger under the beam, into the studs needs to be carefully detailed.

A metal plate tying the two walls together is an important detail. Alternately, extend the dbl. top plates over the beam, lowering the beam 3" so the plates can still lap in a conventional manner. If you go with a hardware hanger or a ledger, the beam should be strapped to the sidewall top plate to hold it to the main structure in a wind storm or possibly an earthquake.

Along wind storm lines, be sure the beam is well connected to the outer post, and the post tied into the foundation, as there can be significant uplift forces on an open porch roof.

There are general guidelines for dealing with cuts in wood framing. For load bearing the basics are that you can notch 25% of the stud or 40% diameter for a hole.

Note: Notches should not be square - this provides a weak point in the stud. Half circle your notches if you can.

Now there are ways around this if you need a bigger notch or hole. In my area local inspectors will let you double up the studs and go 35%S and 60% respectively on load bearing walls. This doubling up is a one time allowance - I couldn't do a whole wall like that.

For electricity these guidelines are more than enough to run several lines through a wall. For plumbing though you might need to use different width boards (frame wall with 2x6) or use structural bracing.

Note that in the picture you see both wall plates (which offer little structural support) and bracing around the plumbing cut-outs. When you buy bracing for plumbing there will be guidelines on the use of the product. Follow those to figure out hole and notch sizing.

For this instance: If I read right you need a pipe to run perpendicular to the studs. The same rule applies. I we are talking 2x4 construction that means that you have 1.5 inches going across. Mean you can notch 3/8" which isn't much. There are several ways to handle this is you have a larger pipe (a heater shouldn't need much though) needing out.

• You could notch a little out of each jack and king. Would be enough for a 1/2 inch pipe and I would feel perfectly fine about a half inch hole with a jack and king supporting each other.

• You could rip the king out. Flip the king stud around sideways and install 2 kings and bore a hole through the center of it. If you needed a bigger hole you can use 2x6.

• Buy a structural brace/shoe. With a properly installed shoe you can cut out the whole stud and have a ton of space to run things. Downside is they are expensive (relatively) and getting what you want isn't always easy.

I am sure there are other options but I would need to see a picture. I would also add if you want to get it passed by local municipality then I would just ask your inspector what he/she wants.