Hips And Valleys

 
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Old 09-03-2009, 09:34 AM   #81
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Re: Hips And Valleys


This is one of the nuances of Bastard Hip framing I will disagree with. If an irregular hip roof is split 8/10 (or 10/8) then you should not split the Hip Rafter by a ratio different than the proportions of the split pitches. A one to one (equal) split is for regular pitched roofs only. If you split an irregular Hip equally then you must back it, or at least back off the steep side where the shoulder stands proud of the plane, or HAP.

You cannot split an unbacked hip equally. Altering the other mechanics of the bastard roof to “work things out” is awkward to say the least. To change HAPs at the adjacent plate lines (pitches) will affect the run of the steeper pitch and the length of the ridge. (Over thought and unnecessarily complicated, IMHO.)

When you back off the proud shoulder of a bastard hip to bring it back into plane you are also effectively changing the flat area of the Hip back to be proportionately split. If you start out proportionately split, you don’t have to correct the fit with an additional backing rip cut.
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Old 09-03-2009, 05:56 PM   #82
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Re: Hips And Valleys


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Originally Posted by Birch View Post
This is one of the nuances of Bastard Hip framing I will disagree with. If an irregular hip roof is split 8/10 (or 10/8) then you should not split the Hip Rafter by a ratio different than the proportions of the split pitches. A one to one (equal) split is for regular pitched roofs only. If you split an irregular Hip equally then you must back it, or at least back off the steep side where the shoulder stands proud of the plane, or HAP.

You cannot split an unbacked hip equally. Altering the other mechanics of the bastard roof to “work things out” is awkward to say the least. To change HAPs at the adjacent plate lines (pitches) will affect the run of the steeper pitch and the length of the ridge. (Over thought and unnecessarily complicated, IMHO.)




When you back off the proud shoulder of a bastard hip to bring it back into plane you are also effectively changing the flat area of the Hip back to be proportionately split. If you start out proportionately split, you don’t have to correct the fit with an additional backing rip cut.
As I said I've never used the "8x10" method... The concept of the "hip split" has caused many a framer to remove hair from his head! If I read your response correctly you are pointing out that the intersection of the 2 pitches is not in the center of the hip. I end up where you do but am not as good at explaining it. I need to investigate how you guys are posting these cool drawings so I can post some of my stuff. Truthfully there is only one way to do it.... the right way
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Old 09-03-2009, 07:18 PM   #83
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Re: Hips And Valleys


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As I said I've never used the "8x10" method... The concept of the "hip split" has caused many a framer to remove hair from his head! If I read your response correctly you are pointing out that the intersection of the 2 pitches is not in the center of the hip. I end up where you do but am not as good at explaining it. I need to investigate how you guys are posting these cool drawings so I can post some of my stuff. Truthfully there is only one way to do it.... the right way


I don’t know why “So simple to do, is so hard to explain” ….sometimes. Old habits die hard is my guess.

The way I mark the corner plate for a 1-1/2” thick irregular hip rafter is quite simple too. For instance, using Joe C’s plywood corner and the same pitches, with the body of your framing square in your right hand and the tongue in your left hand, corner pointing away so the back side of the square is up, using the inside rules, place the 10” on the body and the 8” on the tongue on the edge of the plywood and slide it to the corner until the 10” mark located perpendicularly across the tongue from the 8” mark until it meets the perpendicular wall line at the corner, mark both side of the tongue. This marks the placement of the hip’s heel cut, the equal HAPs of an unbacked hip will strike where the lines and the walls meet. (For thicker hips I use a square block the same thickness of the hip against the square.)

Calculate the hip length from the same effect run used to calculate the bastard’s (10 pitch) king common since it is sitting on the adjusted plate height, (3” over and 2” taller). Mark like a common (same HAP) using the hips pitch, cut like a hip using the hip’s bevels.

If you want to make your bastards go even easier then layout the major pitch (the pitch containing the ridge, usually the lesser pitch) so that the ridge does not have any rafters within a few inches of the hip end of the ridge and the top cheek cut can be performed with the single shallow 38.66 deg bevel. (It eliminates the need to double, or diamond, cut the tops of the irregular hips since the offensive rafters are not there.)

Oh, and that’s’ the right way to do it, IMO. So simple…..
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Old 09-03-2009, 07:44 PM   #84
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Re: Hips And Valleys


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Oh, and that’s’ the right way to do it, IMO. So simple…..
It is alot easier to do right than it is to get it almost right! Crazy thing is some framers NEVER get it when it comes to bastards. Heck Ive seen some guys make a living that cant even actually figure a common rafter
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Old 09-05-2009, 10:21 AM   #85
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Re: Hips And Valleys


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It is alot easier to do right than it is to get it almost right! Crazy thing is some framers NEVER get it when it comes to bastards. Heck Ive seen some guys make a living that cant even actually figure a common rafter

One of the first guys I ever worked for used to say, “If it looks right, it’s got to be right”. Another guy said, “If the rain falls off, and the sheetrock doesn’t, and you got paid, what else matters?”

I, myself say, that while math is perfect, woodworking is not. I occasionally have to force the perfect math to cooperate. Sometimes I have to give in and go with the flow a little, and tweak it to just make it look right. I will add that the older I get the less tweaking I seem to encounter. But it happens.

Over thinking, over complicating, and over confidence, are three stumbling blocks to success that I try to avoid most these days. (….. ahhhmmmm … well…. ) Two out of three isn’t bad though!
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Old 09-05-2009, 10:38 AM   #86
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Re: Hips And Valleys


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One of the first guys I ever worked for used to say, “If it looks right, it’s got to be right”. Another guy said, “If the rain falls off, and the sheetrock doesn’t, and you got paid, what else matters?”
Maybe you worked for the same framer I did.

I remember him saying "If it looks good it is good. Put the flippin level back in the truck"
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Old 09-05-2009, 10:48 AM   #87
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Re: Hips And Valleys


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Maybe you worked for the same framer I did.

I remember him saying "If it looks good it is good. Put the flippin level back in the truck"

Yep’ers, could've been.


Remember the old metal Sands levels with the embossed “Tell the Truth” on them?
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Old 09-05-2009, 12:41 PM   #88
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Re: Hips And Valleys


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Absolutely agree, especially with adapting. I figured I may have been vague and debated whether to CAD it out and post it to give some visuals, but being in the morning and busy, I didn't have time. I may do it in a few minutes so I don't confuse everyone.

While the common description is to say to "drop the hip", my procedure is essentially the same, but my previous explanation may be confusing. The "by the book" method is what I was taught as the "theoretical", the calculations and such. The dropping of the hip is essentially moving your theoretical measurement half the distance of your hip member. This would make the face of the hip line up with your vertical measuring plane, thus when you mark and lay out your hip, the HAP is the same as the commons.

It's a different method with the same results.

The reason I do it this way is so I can have someone on the roof, that may not be as talented as I am, installing the hips in the correct place. My method of laying out the hip places a visual plumb line where the face of the plate is. All they need to do is match the vertical line with the face of the plate.

The method of dropping the hip usually indicates that you are laying out where the corner point of the house is on your hip and dropping the HAP to plane the hips in with the commons. This gives you a vertical layout line for the theoretical and you would have to do either 1) make a few more layout lines so the tard on the roof knows where to put the hip, or 2) assume the tard can figure out where that point is under the hip.

I chose my method because it eliminates a few unnecessary steps in laying out a hip and to try to eliminate the confusion for the guys on the roof. Two lines laid out on a hip and the guys are asking "which line?"
can anyone explain how to cut the middle stringer for 90 degree steps??
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Old 09-05-2009, 12:55 PM   #89
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Re: Hips And Valleys


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It is alot easier to do right than it is to get it almost right! Crazy thing is some framers NEVER get it when it comes to bastards. Heck Ive seen some guys make a living that cant even actually figure a common rafter
can anyone explain how mark and cut the middle stringer on 90 degree steps???
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Old 09-06-2009, 10:41 AM   #90
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Re: Hips And Valleys


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can anyone explain how mark and cut the middle stringer on 90 degree steps???
not sure I follow the question?? 90 degree steps?? seems a touch steep for a staircase? Maybe an elevator would be better
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Old 09-07-2009, 10:08 AM   #91
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Re: Hips And Valleys


I meant that when you look at the steps in plan form, they make a 90 degree angle....so all the sringers are the same except the one for the 90 degree turn. These are for a deck, not a staircase. Thanks for your help!
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Old 09-07-2009, 03:03 PM   #92
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Re: Hips And Valleys


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I meant that when you look at the steps in plan form, they make a 90 degree angle....so all the sringers are the same except the one for the 90 degree turn. These are for a deck, not a staircase. Thanks for your help!
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Ditto.
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Old 09-07-2009, 04:27 PM   #93
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Re: Hips And Valleys


Not a diy er. I have been in the construction trades over ten years and have never had to build steps like these before. Advice would be appreciated.
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Old 09-07-2009, 06:18 PM   #94
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Re: Hips And Valleys


If the middle stringer is truly on a 45, the run would be 16.97 per ft of regular run. Same a s a "non bastard" hip run. 10 years?? Cmon, you should know this!!
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Old 09-07-2009, 06:30 PM   #95
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Re: Hips And Valleys


Thanks for your help. This has never come in the work that I do.
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Old 09-07-2009, 06:31 PM   #96
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Re: Hips And Valleys


OIC! The corner stringer on a wraparound set... treat it like you would a hip on a roof. convert or rise/ run of the reg stringers to a pitch. then calculate the hip (which is your corner stringer) riser will be the same and tread will be longer (see Warren's post above) Plan on doubling the hip stringer for more nailing area.
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Old 09-07-2009, 07:54 PM   #97
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Re: Hips And Valleys


Thanks for your help, guys.
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Old 05-02-2010, 07:54 PM   #98
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Re: Hips And Valleys


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Originally Posted by Birch View Post
This is one of the nuances of Bastard Hip framing I will disagree with. If an irregular hip roof is split 8/10 (or 10/8) then you should not split the Hip Rafter by a ratio different than the proportions of the split pitches. A one to one (equal) split is for regular pitched roofs only. If you split an irregular Hip equally then you must back it, or at least back off the steep side where the shoulder stands proud of the plane, or HAP.

You cannot split an unbacked hip equally. Altering the other mechanics of the bastard roof to “work things out” is awkward to say the least. To change HAPs at the adjacent plate lines (pitches) will affect the run of the steeper pitch and the length of the ridge. (Over thought and unnecessarily complicated, IMHO.)
Sorry to bring up a old thread but lets say we have a 10/12 and a 8/12 irregular roof like in your example with the 10/12 having a theoretical run of 10'.

Show how you calculate all framing members and the "dreaded" hip drop.The reason I ask is that's the only way I can easily explain my formulas,I got to make up some diagrams and I'll post mine.

As to your claim that offsetting the hip is "overcomplicated" that's not the case,formulas such as the ones I've came up with look ugly but they come directly from the geometry of the roof.
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Old 05-02-2010, 08:11 PM   #99
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Re: Hips And Valleys


8/12 & 10/12 is ¼” drop on 8p side & ½” drop on 10p side
Well we don’t want to cut our heal cuts at two different heights so I split the difference Answer 3/8” drop
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Old 05-03-2010, 03:29 AM   #100
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Re: Hips And Valleys


The book "Carpentry" by Leonard Koel illustrates that cut fairly well. I've seen guys frame a roof without even thinking about making that drop and the roof turns out fine. I remember looking at the roof after I saw someone do that, no matter how hard I looked, I couldn't see that raised hip under the sheathing.
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