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Roof Framing
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Introduction
Made of 2x lumber, frieze blocks are used to help stabilize the rafters and seal the space between the double top plate and the roof sheathing.
Collar ties are horizontal framing members fastened to opposing rafters, used to strengthen a roof. The length of a collar tie is typically one-third the span of the roof.
Gable studs are 2x lumber installed at the open ends of a gable roof to provide a surface for applying sheathing and siding. The gable studs run from the top plate of the end wall to the underside of the rafter above.
A splice block is a piece of wood that is fastened to the ridge between rafters to reinforce the splice when two pieces of ridge are joined together.
Just as joists support floor and cieling frames, rafters provide much of the support for a roof. Usually made of 2x material, the rafters run from the center ridge of the roof out toward a load-bearing exterior wall. The roof sheathing is attached to the upper edges of the rafters.
A sub-fascia is a horizontal piece of framing material installed at the end of the rafters to support the fascia board and to help keep the rafters aligned.
Quality framing and construction depends on good planning. Before laying out and installing a roof frame, it is necessary to estimate and order materials; perform a variety of mathematical equations; determine the points of intersection of rafters, supports, and load-bearing walls; and decide on the sequence of construction.
All of this begins with consulting the project prints and the roof framing plan.
In certain areas, roof framing plans are required for all roofs. If the prints do not include a roof framing plan, a working plan can be sketched by referencing the elevation views and floor plans in the prints.
A roof framing plan is a drawing or sketch that shows the intersecting points of roof framing components. A roof framing plan is typically included in the project prints.
Using different designs or combinations of roof styles can create a wide variety of pleasing architectural effects.
The tools, materials, and procedures necessary to construct a roof will be determined in part by the style of roof. When designing buildings, architects can use a variety of roof styles, and these have an important influence on the overall appearance of a structure.
The intended purpose of the building also influences the architect's choice of roof style. The most common roof styles are the shed roof, hip roof, and gable roof.
A hip roof slopes in four directions. This style of roof has four hip rafters that run at 45 degree angles from the ridge at the outside corners of the structure. A hip roof also has common rafters and hip jack rafters.
A single sloping roof with common rafters resting on opposing walls of unequal heights is called a shed roof. Shed roofs are commonly used for stand-alone shed-like structures.
The combination roof formed when two roofs intersect is called an intersecting roof. Included among the common variations are the intersecting gable roof and the intersecting hip roof.
Many homes and other residential structures have gable roofs. This type of roof slopes in two directions from the ridge and is constructed with common rafters. A gable roof slopes equally on both sides of the ridge and has common rafters extending from the double top plate to the ridge board.
A common rafter is a roof member that runs from the outside of the wall to the ridge of the roof. It is placed perpendicular to the double top plate which supports the rafter.
A function of a common rafter is to transfer the loads applied to the roof to the exterior walls. Common rafters also support the sheathing and roofing materials, and help tie the structure together. In most floor designs, rafters are attached to the ceiling joists at the top plates. This creates additional support for the overall roof structure.
The frame of a gable roof is a fairly simple structure consisting of common rafters, collar ties, fly rafters, and a ridge board. Together these components form the roof structure.
Roof frames are strengthened with collar ties that connect an opposing pair of rafters. Collar ties are horizontal framing members used to strengthen roofs by distributing loads. The length of the collar tie is typically one third the span. Collar ties are usually spaced 4'-0" on center.
The ridge board is the uppermost framing member of the roof. Rafters are fastened to the ridge board, which helps maintain their spacing. The ridge will be laid out to indicate the location of the rafters.
There are a variety of different methods that can be used to set the ridge board. The most common method is to use four rafters pinching the ridge and holding it in position as the ridge board is secured to these rafters.
A fly rafter is a common rafter installed at the end of a gable end. Fly rafters are used to create a projection or overhang, and do not have a bird's mouth cut out of them.
Several different cuts are made in rafters before they are installed. Vertical cuts are called plumb cuts, while horizontal cuts are called level cuts. Although these cut lines do not look plumb or level when marked on the rafter, they will be plumb or level once the rafter is installed.
Carpenters use a number of special terms when discussing the rafter layout process. These terms help them avoid confusion and costly mistakes. The following terms are used to descibe various features of a common rafter.
A seat cut is a type of level cut made in a rafter to provide a surface for attaching it to the double top plate.
In most cases, one end of a rafter will extend beyond the outside edge of an exterior wall. This portion of the rafter is called the rafter tail. The rafter tail projects beyond the face of the wall.
Some of the purposes of a rafter tail include:
A birdsmouth is a notch made in a rafter by making a plumb cut and a level or seat cut. It is used for positioning the rafter on a double top plate.
"The horizontal distance from the outside of a wall to the center of the roof ridge..."
In carpentry, the term rise typically refers to a vertical direction and the term run typically refers to a horizontal direction.
Carpenters also use specific terms to describe the dimensions of a roof or a rafter. The following terms are used to identify various lengths, widths, and angles measured during rafter layout, and they refer to the sides of a right triangle. The accuracy of these measurements and the calculations based upon them are critical to a successful layout and roof assembly.
In roof framing the term rise and run are used to refer to the direction that dimension is measured. They also correspond to the similar sides of a right triangle.
There are four terms that refer to a horizontal or run dimension. They are:
There are three different terms in roof framing refering to a vertical or rise dimension. These terms are:
These are all horizontal dimensions, but they are measured from different points.
The rafter is represented by the diagonal side of the right triangle and has four terms related to it. These terms are:
These terms identify a different portion of the rafter that must have a certain dimension.
All of these dimensions are vertical, but they are measured from different starting and ending points.
The unit run for the common rafter is always 12", and is the horizontal side of the slope symbol. The unit rise is the number of inches of rise per unit of run and is the vertical side of the slope symbol. The unit rafter length is the length in inches of the diagonal side, or hypotenuse, of the right triangle formed by the unit run and unit rise. This dimension is not included in the slope symbol and must be determined by using the formula:
2
A + B = C
2
The architect determines the slope of the roof and this is based on the overall design of the building. The slope of the roof is given on the elevation drawing of the building and is symbolized with a small right triangle above the roof line. The number given on the vertical side is the unit rise. (the amount that a roof rises compared to the amount of run)
Where A and B are your unit rise and unit run (they are interchangeable), and C = your hypotenuse or unit rafter length.
The total run of a roof is the horizontal distance from the outside of an exterior wall to the center of the ridge. The total run of a roof equals one-half the span of the roof. Total run is also the horizontal dimension covered by one rafter.
The span is the distance from the outside of one exterior wall to the outside of the opposite exterior wall. When laying out a roof, the span describes the horizontal distance between two walls covered by a pair of common rafters and is measured perpendicular to the direction of the ridge.
Total rise can be calculated by multiplying the unit rise by the unit of run in the total run. The width of the rafter material and the method used to secure the rafter do not need to be considered when perfoming the calculation.
The diagonal distance from the center of the ridge board to the building line or outside edge of the structure is referred to as the line length. The line length is also the hypotenuse of a right triangle formed by the total run and the total rise.
The horizontal distance from the outside edge of the exterior wall to the end of the rafter tail is called the projection. The overhang is the diagonal distance from the outside edge of the building line to the end of the rafter tail. Can be calculated by multiplying the unit rafter length by the units of run in the projection.
To determine the actual rise the height above plate (HAP) is added to the total rise. Although most rafters have a HAP dimension, if there is no HAP on the rafter then the total rise and actual rise are the same dimension.
The length of the rafter must be adjusted to compensate for the thickness of the ridge board. This is done by deducting one half the thickness of the ridge board. The deduction is measured perpendicular to the plumb line at the ridge.
The diagonal distance from the center of the roof ridge to the end of the rafter tail is the total rafter length. This measurement equals the line length plus the overhang.
The line length of the rafter is directly related to the total run. In other words, as the total run gets longer, the line length gets longer to cover the longer run. The projection and overhang have the same relationship. The same relationship is established between total run and total rise. This direct relationship between run, rafter, and rise is important in determining rafter dimensions.
The vertical distance from the seat cut to the top of the rafter measured along the plumb line of the birdsmouth is called the height above plate or HAP. This distance is almost always called the heel height.
When converting a fraction to a decimal, divide the numerator by the denominator. The numerator is the number on top of the fraction while the denominator is the number on the bottom of the fraction.
Math skills are required for nearly every type of construction work. Basic conversions of fractions and decimals are also very important, especially when laying out rafters.
1/4" = 1 divided by 4 = .25"
2/3 = 2 divided by 3 = .666
3/16" = 3 divided by 16 = .188"
(round to the nearest .001")
A carpenter would convert .625" to a fraction by multiplying the decimal by 16. This results in a numerator of 10 and a fractional measurement of 10/16" which reduces to 5/8".
To convert a decimal to a fraction, multiply the decimal by the intended denominator. The result then becomes the numerator of the fraction. Carpenters often make framing measurements in increments of 1/16", so they would typically use 16 as the denominator.
=
.625 10 5
x16 16 8
10
Sometimes carpenters must convert a measurement given in decimal inches to whole feet, inches, and a fraction of an inch. This is often necessary when laying out rafters. The conversion is completed in three steps as follows:
Given measurement: 159.865"
159.865 divided by 12 = 13.322' = 13' with a remainder of .322
Convert decimal remainder of .322 to inches:
.322 x 12 = 3.865" = 3" with a remainder of .865
Convert decimal remainder .865 to a fraction:
.865 x 16 = 13.84
Round 13.84 to nearest whole number = 14 and place over 16 = 14/16 which reduces to 7/8"
Result: 159.865" = 13'-3-7/8"
=
.625 10 5
x16 16 8
10
Usually, the slope of the roof, which is the ratio of the rise to the run, can be found on the elevation drawings or section views of the project prints. When examining the prints, look for the slope symbol. The slope symbol will include the unit rise, and sometimes, if the unit run is omitted it is because it is always 12"
The dimensions used in rafter layout must be precise. Accurate dimensions can be calculated using information obtained from the project prints. The following dimensions are required for laying out an equal-sloped gable roof.
The span is the horizontal distance between two exterior walls covered by a pair of common rafters. The span can be determined from the drawings, but it must always be verified by taking actual measurements. The total run of an equal-slope roof is equal to one-half of the span.
The unit rafter length is the length of the rafter per unit of run. It is the hypotenuse of the right triangle formed by the unit rise and unit run. The unit rafter length is calculated using a version of the Pythagorean Theorem.
2
a + b = c
Where a = rise, b = run, and c = hypotenuse (rafter length)
Total run = 12'-7"
(12'-7") = 12 whole units of run with a remainder of 7"
7" divided by 12 = .583 = .59 of a whole unit of run
12 units + .58 units = 12.58 units of run in the total run
The unit of run in the total run equals the number of whole feet in the total run plus any remaining inches. The leftover inches are divided by 12 to convert them to a decimal, and then added to the number of whole units.
Stair gauge buttons can be used on a framing square to save dimensions.
Unit rise = 8"
Units of run in the total run = 12.58
Total rise = 8" x 12.58 = 100.64" = 8'-4-5/8"
The total rise is made up of units rises. The number of units of run in the total run will determine how many unit rises are in the total rise. To calculate the total rise multiply the unit rise by the number of units of run in the total run.
Total rise = (unit rise) x (units of run in the total run)
Unit rafter length = 14.42"
Units of run in total run = 12.58
Line length = 14.42" x 12.58 = 181.4036" = 15'-1-3/8"
The line length of a rafter equals the unit rafter length multiplied by the number of units in the total run. The line length forms the hypotenuse of a right triangle based on the total run and total rise. This hypotenuse is made up of unit rafter length as determined by the units of run in the total run.
Line length = (Unit rafter length) x (Units of run in the total run)
Projection = 1'-8"
(1'-8") = 1' = 1 whole unit with a remainder of 8"
8 divided by 12 = .6666' (decimal part of a foot)
= .67' (rounded to hundreths)
1 unit + .67 units = 1.67 units of run in the projection
The projection is the horizontal distance from the wall to the end of the rafter tail. This dimension does not include the thickness of the fascia. The number of units of run in the projection equals the number of whole feet in the measurement plus any remaining inches. The leftover inches are divided by 12 to convert them to a decimal and then added to the whole units. This will equal the units of run in the projection. If the projection is less than a foot then the inches are divided by 12 and the answer is the units of run in the projection.
Unit rafter length = 14.42"
Units of run in the projection = 1.67
Overhang = 14.42" x 1.67 = 24.0814 = 2'-0-1/16"
The overhang is the diagonal distance from the wall to the end of the rafter tail. It equals the line length of the rafter projection and can be calculated by multiplying the unit of rafter length by the number of units of run in the projection.
Overhang = (Unit rafter length) x (Units of run in projection)
Line Length = 15'-1-3/8"
Overhang = 2'-0-1/16"
Total Rafter Length = 15'-1-3/8" + 2'-0-1/16" = 17'-1-7/16"
The distance from the center of the ridge to the end of the rafter tail is the total rafter length. The total rafter length is equal to the line length plus the overhang.
Total Rafter Length = Line Length + Overhang
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