HIP RAFTER
RIDGEBOARD
BACKING, BEVELLING,
DROPPING
THE HIP ROOF - 1
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
N.B. RUN is horizontal travel of the rafter or the base of the right triangle.
CR unit run = 12”
HR unit run = 16.97” (17”)
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
N.B. The common rafter (CR) is shortened by ½ the
thickness of the ridgeboard and the Ridgeboard is
lengthened, on each end, by ½ the thickness of the CR
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
Given: Building 18’ x 28’. Roof slope 4 in 12, roof projection 16”
Calculations: Span = 18’; Run = 9’
Using the Framing Square Tables:-
Line 1: Unit Common R. = 12.65”, LLCR = 12.65 x 9 = 113.85” = 9’ 5⅞”
Line 2: Unit Hip R. = 17.44”, LLHR = 17.44” x 9 = 156.96” = 13’ 15/16”
Line 3: Common Difference (16”o.c.) = 16⅞”, LLHJR#1 = (9’ 5⅞” – 1’ 4⅞”)
LLHJR#1 = 8’ 1”
Line 4: Common Diff. (24”o.c.) = 255/16”, LLHJR#1 = (9’ 5⅞” – 2’ 15
/16”)
LLHJR#1 = 7’ 39
/16”
Line 5: Side Cut of Jacks = 12” & 11⅜”
Line 6: Side Cut of Hip or Valley = 12” & 1111/16”
In the next slide, line 6 is replaced by simply shortening the 1st ridge plumb line
by 11/16” (½ the 45 thickness of the hip rafter or the diagonal of a ¾” square),
and then by a further ¾” for ½ the thickness of the hip rafter stock. The line is
cut with the bevel of the circsaw set at 45 .
CARPENTRY, 2ND Canadian Ed., Vogt F. & Nauth M., Nelson Education, 2013
The slot in the speed
square has numbers
above for the unit rise
for the hip rafter and it
has numbers below for
the unit rise for the
common rafter. Once
the angle is set to be
marked off, the degrees
are read at the bottom
edge.

The hip roof 1-ns

  • 1.
  • 2.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013 N.B. RUN is horizontal travel of the rafter or the base of the right triangle. CR unit run = 12” HR unit run = 16.97” (17”)
  • 3.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 4.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 5.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013 N.B. The common rafter (CR) is shortened by ½ the thickness of the ridgeboard and the Ridgeboard is lengthened, on each end, by ½ the thickness of the CR
  • 6.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 7.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 8.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 9.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 10.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 11.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 12.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013
  • 13.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013 Given: Building 18’ x 28’. Roof slope 4 in 12, roof projection 16” Calculations: Span = 18’; Run = 9’ Using the Framing Square Tables:- Line 1: Unit Common R. = 12.65”, LLCR = 12.65 x 9 = 113.85” = 9’ 5⅞” Line 2: Unit Hip R. = 17.44”, LLHR = 17.44” x 9 = 156.96” = 13’ 15/16” Line 3: Common Difference (16”o.c.) = 16⅞”, LLHJR#1 = (9’ 5⅞” – 1’ 4⅞”) LLHJR#1 = 8’ 1” Line 4: Common Diff. (24”o.c.) = 255/16”, LLHJR#1 = (9’ 5⅞” – 2’ 15 /16”) LLHJR#1 = 7’ 39 /16” Line 5: Side Cut of Jacks = 12” & 11⅜” Line 6: Side Cut of Hip or Valley = 12” & 1111/16” In the next slide, line 6 is replaced by simply shortening the 1st ridge plumb line by 11/16” (½ the 45 thickness of the hip rafter or the diagonal of a ¾” square), and then by a further ¾” for ½ the thickness of the hip rafter stock. The line is cut with the bevel of the circsaw set at 45 .
  • 14.
    CARPENTRY, 2ND CanadianEd., Vogt F. & Nauth M., Nelson Education, 2013 The slot in the speed square has numbers above for the unit rise for the hip rafter and it has numbers below for the unit rise for the common rafter. Once the angle is set to be marked off, the degrees are read at the bottom edge.