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#81 |
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Pro
Trade: Framer
Join Date: Jul 2009
Location: South Central Texas
Posts: 302
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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. Last edited by Birch; 09-03-2009 at 10:06 AM. Reason: Spellling, |
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#82 | |
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Pro
Trade: Framing and General Construction
Join Date: Aug 2009
Location: North Carolina
Posts: 157
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Re: Hips And ValleysQuote:
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#83 | |
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Pro
Trade: Framer
Join Date: Jul 2009
Location: South Central Texas
Posts: 302
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Re: Hips And ValleysQuote:
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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#84 |
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Pro
Trade: Framing and General Construction
Join Date: Aug 2009
Location: North Carolina
Posts: 157
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Re: Hips And Valleys
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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#85 | |
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Pro
Trade: Framer
Join Date: Jul 2009
Location: South Central Texas
Posts: 302
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Re: Hips And ValleysQuote:
One of the first guys I ever worked for used to say, “If it looks right, it’s got to be right”. ![]() 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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#86 | |
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Maker of fine kindling
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Re: Hips And ValleysQuote:
I remember him saying "If it looks good it is good. Put the flippin level back in the truck"
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Every parent who has walked barefoot into their child's room late at night hates Legos |
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#87 |
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Pro
Trade: Framer
Join Date: Jul 2009
Location: South Central Texas
Posts: 302
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Re: Hips And Valleys |
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#88 | |
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Registered User
Trade: remodeling contractor
Join Date: Sep 2009
Posts: 6
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Re: Hips And ValleysQuote:
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#89 |
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Registered User
Trade: remodeling contractor
Join Date: Sep 2009
Posts: 6
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Re: Hips And Valleys
can anyone explain how mark and cut the middle stringer on 90 degree steps???
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#90 |
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Pro
Trade: Framing and General Construction
Join Date: Aug 2009
Location: North Carolina
Posts: 157
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Re: Hips And Valleys |
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#91 |
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Registered User
Trade: remodeling contractor
Join Date: Sep 2009
Posts: 6
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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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#92 | ||
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I builds'em
Trade: Renovations & Decks
Join Date: Jun 2008
Location: Vancouver, BC, Canada
Posts: 3,511
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Re: Hips And ValleysQuote:
Quote:
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Ryan |
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#93 |
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Registered User
Trade: remodeling contractor
Join Date: Sep 2009
Posts: 6
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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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#94 |
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Pro
Trade: framing/remodeling
Join Date: Feb 2005
Location: NE Ohio
Posts: 3,696
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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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#95 |
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Registered User
Trade: remodeling contractor
Join Date: Sep 2009
Posts: 6
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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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#96 |
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Pro
Trade: Framing and General Construction
Join Date: Aug 2009
Location: North Carolina
Posts: 157
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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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#97 |
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Registered User
Trade: remodeling contractor
Join Date: Sep 2009
Posts: 6
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Re: Hips And Valleys
Thanks for your help, guys.
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#98 | |
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Member
Trade: Framer
Join Date: Mar 2009
Posts: 37
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Re: Hips And ValleysQuote:
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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#99 |
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David Festa
Trade: Framing Contractor
Join Date: May 2007
Location: New Jersey
Posts: 2,018
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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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Addition Contractor Bayville Home Addition Monmouth Beach NJ Contractor Jackson NJ “Photography is not art, It’s just a Xerox of what just happened” |
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#100 | |
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Pro
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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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