Framing With Light-Gauge Steel, continued
Building Walls
LGS walls use track members for top and bottom plates. Studs
fit inside the track and are held in place with two
#10x3/4-inch self-drilling screws or pneumatically driven
metal-to-metal nails. All fasteners should have a locally
accepted code approval. In most cases, an ASTM or ICBO approval
will be printed on the box and a manufacturer's logo will be
imprinted on the head of the fastener. Metal framing can also
be joined by clinching or welding, but those methods require
special inspection and/or certification. Welding also burns off
the galvanizing, so welds need to be recoated with cold-forming
galvanizing paint.
Bottom track is cut and butted the same as wood bottom plates.
Top tracks are different than top plates because they aren't
doubled. Instead, they run the full length of the wall, and the
flanges are notched to lap at the corners. We cut plates in the
field, so I buy track in 20-foot lengths. LGS is rolled to
order, so I could get 60-foot pieces, but it's hard to handle
anything that long. For long walls, you can splice the top
plate by putting a short section of stud inside the track and
screwing in through the sides. Be sure to land the splice over
a bay, so it won't interfere with the studs.
When you figure stud lengths, you need to account for the
thickness of the track. I usually deduct 1/4 inch for the
plates, so a 9-foot wall would be framed with 8-foot 11
3/4-inch studs.
Wood framers assemble walls on the deck and tilt them up. You
can do this with LGS, but it's easier to build walls in the
upright position (Figure 3).
Figure 3.Wood frame carpenters are accustomed to
framing walls flat and then standing them up. It's a little
more work to do this with LGS because you have to flip the wall
to fasten the other side (left). Traditionally, steel stud
walls are assembled in the vertical position. The bottom track
is fastened to the deck, the top track is propped up in the
air, and the studs go in last (center and right). In this case,
the supplier provided curved track for the curved
walls.
That's because you have to fasten studs through both sides of
the track. If you assemble the wall flat, you have to flip it
halfway through to fasten the other side. LGS is so straight
that it's easier to brace up the corner studs and run the top
track between them. The rest of the studs can be installed
afterward.
Studs (including joists and rafters) are punched 2 feet
on-center to provide openings for pipes and wire. Rule number
one is that the punch holes should line up when you look down
the wall. This will happen if you follow rule number two, which
is to install studs with the cut end up. That way the lowest
hole will always be 2 feet off the floor (Figure 4).
Figure 4.Studs, joists, and rafters are punched 2
inches on-center to accommodate pipes and wire. You should
install them so the holes line up.
Slab Foundations
Track is much more flexible than wood, so a wall that lands on
a wavy slab-on-grade foundation will telegraph the lumps and
dips to the ceiling and floor above. This means the foundation
needs to be very flat — plus or minus 1/8 inch. There are
a couple of fixes for a wavy foundation. You can set the top
plate level and custom cut each stud, or you can use metal
shims. I find that it's faster to cut. Slight variations in a
foundation wall cause fewer problems with floors, because the
track that functions as a rim joist does have some ability to
span minor gaps, and you can shim the floor system as
needed.
Anchor bolts. Because track
is only 1/8 inch thick, anchor bolts should be set about an
inch up from the slab surface. If you set the bolts too high,
there won't be enough thread and you'll have to put a stack of
washers under the nut. Pay attention to the wall thickness when
you set the bolts, or else they'll be off center. A 2x6 is only
5 1/2 inches wide, but a 6-inch metal stud is exactly 6 inches
wide.
Joists and Rafters
LGS joists and rafters are basically studs with wider webs;
they're anywhere from 6 inches to 14 inches wide. Rim joists
are typically wide pieces of track and are of lighter gauge
than the joists. Steel rafters don't get seat cuts; instead,
they're attached to the top track with L clips. Clips are also
used to fasten rafters to hips and ridges. An alternate method
is to cut 2 inches off the flanges, bend the web sideways, and
screw through the tab that remains (Figure 5).
Figure 5.Metal L clips can be used for a variety
of connections. Here they're being used to fasten rafters to a
bearing ridge, but they can also be used to attach joists to
beams, beams to beams, and rafters to plates.
Web stiffeners required.
Horizontal bearing members (joists, rafters, beams, and
headers) require web stiffeners similar to those used in wood
I-joist construction (Figure 6). Without web stiffeners,
concentrated loads will cause the web section of the member to
bow.
Figure 6.Web stiffeners are required at the
bearing points of joists, rafters, beams, and headers. In this
photo, the carpenter is using a short section of stud to
stiffen the end of a rafter.
A stiffener is simply a short piece of stud or L metal screwed
vertically to the side or fit between the flanges of the member
that's being stiffened. Web stiffeners are required where
rafters bear on walls, walls bear on joists, and joists bear on
foundations or walls below. They're also required at the ends
of beams and headers, and anywhere else you put a concentrated
load on a horizontal member.
Beams, Posts, and Headers
One of the most labor-intensive tasks on a steel framing job
is fabricating beams and headers. The most common assemblies
are box beams and back-to-back headers.
Box beams are made by ganging two or more joists between a
pair of tracks (Figure 7). The pieces are fastened through the
top and bottom track at 12 inches on-center with #10
self-drilling screws. The track is there only to hold the
joists together, so it doesn't have to run the full length.
I've installed beams built up from as many as five
joists.
Figure 7.Box beams are made by putting two or more
unpunched studs between a top and a bottom track. Here, joists
have been flush-framed to a box beam in the floor
system.
Back-to-back headers are made by putting a pair of joists back
to back and screwing through the webs. Headers can also be
boxed, but the top piece of track is replaced by the top plate
of the wall. The lower header track is installed open side down
so there's something to attach the cripples to. We don't use
jacks or trimmers. Instead, we cut the header studs 6 inches
long and create web extensions by cutting back the flanges. The
extensions lap the king studs and are attached with a specified
number of screws (Figure 8). It's important to remove the
rolled corner when you cut back the flanges; otherwise, there
will be a bump in the drywall. You should also notch 1 3/4
inches off the top of the web extension so the upper track will
fit over the king studs.
Figure 8.Jack studs aren't necessary in an LGS
frame. In this case, the studs that make up the sides of the
header are notched and the assembly is attached by screwing
through the web.
The span charts in the prescriptive code apply to beams and
headers made from unpunched material. It's possible to
construct them from punched material, but you'll need an
engineer's approval. In addition, stiffeners need to be
installed wherever there is a concentrated load on the beam.
The L clips that hold the beam or header to the structure often
function as stiffeners, but in some cases you'll have to
stiffen members with short sections of stud.
Layout
The biggest difference between framing with wood and framing
with LGS is how you do the layout. With steel, you need to be
much more careful about load paths. The top track can't support
loads between studs, so in most cases, each rafter, truss, and
floor joist needs to land directly on a stud (Figure 9).
Figure 9.Wall track (plates) will not support
vertical loads between studs, which is why studs have to be in
line with joists and rafters unless there's a beam between
them.
Steel studs have a hard side and a soft side: The web side is
hard, the open side soft. We like to build walls with the open
sides all facing the same direction. A few might face the other
way, but only at openings, intersections, and the ends of
walls. Ideally, the hard side of the stud will be in line with
the hard side of the joist below and the rafter above. However,
it's permissible to offset these planes as much as 3/4 inch by
facing the joist one way and the stud the other. But they still
need to stack.
When needed, however, there are ways to get around this. You
can turn the rim joist into a beam or build the wall with an
oversized top track (6 inches or taller) that's designed to
function as a continuous header. If you size these members
correctly, the wall won't need headers and the studs and joists
won't have to align.
Fastening Trim
It's more difficult to attach trim to a building that's framed
with steel, but there are ways to do it. Senco makes hardened
15-gauge finish nails that will penetrate 14-gauge steel. I
personally like to put wood bucks in door openings to make it
easier to hang and case the doors. For large crown, I will
screw a wood nailer onto the drywall. I attach baseboard with
construction adhesive and cross nail into the drywall to hold
it till the glue sets.
Thermal Conductivity
One of the toughest issues facing the LGS industry is how to
build an energy-efficient structure. Steel is a great conductor
of heat — not a good thing when you're trying to conserve
energy. LGS is extremely popular in Hawaii because the outside
temperature doesn't vary much at all. I build in a coastal
climate zone, where it's relatively easy to meet energy code
requirements.
In this area, tract builders create a thermal break by putting
foam insulation on the outside of 3 1/2-inch exterior walls. I
build custom homes and meet the requirements by building 5
1/2-inch exterior walls, sheathing the entire surface, and
completely filling the cavity with insulation. This is more
insulation than we need, but it's a way to compensate for the
added conductivity of steel. In colder parts of the country,
you need to be a lot more serious about installing thermal
breaks. One possible way to deal with this issue is to use less
conductive proprietary studs, such as the ones made by
Tri-Chord Steel Systems, Inc.
Matt Macarewichis a general contractor and the co-owner
of Steel Professionals in Southern California
(www.steelpros.com).