| Identify wood framing members
a) Identify
actual and nominal lumber sizes
Nominal size is general description of rounded
off dimensions. This is unique to the imperial system in which the sizes are
stated in nominal formats. The actual sizes are always less than the name
implies. The following table shows this system.
Important : Always draw the actual size. In
notations, write the nominal size. In metric notations nominal size is
totally ignored and actual dimensions in mm. are used. This value is equal
to 25.4 times the actual size of lumber rounded off to the nearest
millimetre.
|
Nominal |
Actual |
Metric (actual) |
|
2x2 |
1.5x1.5 |
38 x 38 |
|
2x4 |
1.5x3.5 |
38 x 89 |
|
2x6 |
1.5x5.5 |
38 x 140 |
|
2x8 |
1.5x7.25 * |
38 x 184 |
|
2x10 |
1.5x9.25 * |
38 x 235 |
|
2x12 |
1.5x11.25 * |
38 x 286 |
|
|
|
|
|
4x4 |
3.5x3.5 |
89 x 89 |
|
4x6 |
3.5x5.5 |
89 x 140 |
|
4x8 |
3.5x7.5 |
89 x 190 |
|
4x10 |
3.5x9.5 |
89 x 241 |
|
4x12 |
3.5x11.5 |
89 x 292 |
|
|
|
|
|
6x6 |
5.5x5.5 |
140 x 140 |
|
6x...... |
5.5x..... .5 |
|
b) Describe
wood framing members
-
Floor
-
Joists
-
Beams
-
Columns (posts)
-
Roof
-
Roof joists
-
Rafters
-
Trusses
-
Wall
-
Studs
-
Plates (top & bottom)
-
Lintels (headers)
-
Cripple studs
Floor
The rough lumber when used in framing, are named
and referred with specific terms defining their functions. The main members
are the floor joists which are placed at 16" on center starting at the
either side of the foundation walls. By doing so, the plywood sheets forming
the sub floor, always end at the middle of joists. This leaves the other
half of the joist thickness for the next sheet. The Figure 2 illustrates
this layout. Also note the staggered placement of the plywood sub floor.
The distance from one end of the joist support to
the other end is called joist span. The joists are minimum 2x6 in size and
they are required to be of Grade 2 or higher. The size can be determined
by checking the Joist Span Tables in the National Building Code. At mid
span of the joists, 2 pieces of 2x2's or metal brackets are used to minimize
the deflection and these are called cross bridging. See Figure 1 for member
names and construction.

The openings within the floor are framed as
illustrated in both Figures 1 and 2. If the edges of the opening are
not coinciding with the spacing of the joists then, two extra joists are
provided on either side. These in return, support the edges of the joists
cut off to make room for the opening.

Note the staggered pattern of the plywood sub
floor and the mach at joist centres with the edges of the plywood sheets.
Construction Illustrated - Joists
Beams are used when the required span for the
floor joists exceeds the allowable span for the floor joists. By adding a
beam, we add an internal support that shortens the span for the floor
joists.
Construction Illustrated - Beams
Columns are used when the required span for the
beam exceeds the allowable span for the beam. The column provides an
internal support for the beam that shortens the beam span.

Roof
Roof joists are used only when the roof is
flat. They are like floor joists.

Selection of roof framing
members are also possible by use of national Building Code span tables
similar to the ones you have seen in floor framing. Please note the
definition of terms listed below. Incorrect use of terminology will
result incorrect use of tables. You will notice there are several tables for
members like roof joist and the rafters. Note that at the top of each table
a different loading limit is stated.


Framing
schematic and terminology
Construction Illustrated - Rafters
Trusses are engineered and manufactured by a
Truss company based on information provided by the designer regarding
- span width
- roof slope
- size and shape of roof
Most builders today use pre-engineered trusses
as forming and shaping roofs can be a complicated affair.
Using trusses also provides more flexability
in interior layout as trusses can span a further distance than stick-framing
and therefore often do not require a bearing-wall.
- Read through the following documents from
the Wood Truss Council of America.
- You will not be able to print these
documents as they are protected from printing by the writer.
Truss
Configurations
How to Read a
Truss Design Drawing
Construction Loading - Do's and Dont's

Wall
- Studs
- Plates
- Lintels (headers)
- Cripple studs
Construction Illustrated - wall members
Additional Information (click on links
below):
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