Okay to Use Stainless With
Copper
While I still consider JLC to be a trusted
disseminator of valuable information in the ever-changing world
of building technology, I can’t imagine how Milton
Grenfell’s letter was deemed fit for print
(“Don’t Use Stainless Steel Screws With
Copper,” 4/09).
Mr. Grenfell cites the galvanic (electrochemical) scale to
make his point. There are many versions of this scale
— which shows reactions between dissimilar metals
— and there are several different common alloys of
stainless steel. Copper’s reaction to some types of
stainless steel is actually less severe than its reaction to
lead, which Mr. Grenfell notes “can live comfortably
with copper.” Some charts show stainless steel next to
copper.
The inclusion of this letter is even more surprising in light
of the article in the same issue that describes the high
corrosion resistance of stainless steel fasteners in
copper-based pressure-treated lumber.
For a practical example, we in the lightning-protection
industry have been using stainless steel fasteners with copper
and copper alloys for many decades with greater shear strength
and less seizing than is possible with copper alloy fasteners,
and with no adverse effects.
Will Priestley
Priestley Lightning Protection, LLC
Piermont, N.H.
Window-Seat Safety
Another likely code interpretation regarding glazing at window
seats (“Window Seats and Safety Glass,”
Q&A, 4/09) comes from IRC 2006 Section R613.2,
which addresses sill heights above exterior grade. In our
jurisdiction, if the interior sill height is less than 18
inches above the window seat and the exterior grade is more
than 72 inches below the sill, the building official might
require a guard rail on the inside of the window. The rail
would have to be of a type that could be easily and quickly
removed without the use of tools, in case the inhabitants
needed to escape a fire. This is especially likely to be
enforced with second- and third-floor window seats.
Charles Shade
C. L. Shade Drafting
Richmond, Va.
Hanging Loads From Beams
When I faced a similar situation to the one described in Mr.
Vetter’s article “An Upside-Down
Beam” (On the Job, 5/09), an engineer at
Simpson Strong-Tie guided me to HWU top-flange hangers. These
steel brackets, which have a 90-degree lip that rests on top of
the carrying beam, hang down below the face to support the
ceiling joists from their bottom edges. According to the
engineer I spoke with, using short clips — as shown in
the article — could induce cracks in either the beam
or the joists. This is because the hardware is picking up only
the bottom few inches of the Parallam and the top few inches of
the joists below. Admittedly the approach I took might be
overkill: The brackets I used were 18 inches tall and cost $38
apiece (ouch!). On the other hand, a callback could cost a lot
more.
John Hobby
J.M. Hobby Contracting
Franklin, Mass.
True Cost of Regulation
I’ve been a sole proprietor for 27 of my 37 years in
the construction business. I spent another six years doling out
HUD renovation funds to nonprofits. The lead-paint issue
(“New Rules for Lead-Safe Remodeling,” 5/09)
has been around almost as long as the turmoil in the Middle
East. The government keeps jacking up the requirements, but few
pay attention. The true cost of safe work practice is not in
the actual work; most contractors who keep a clean job site are
90 percent of the way there. The cost is in the record-keeping
and work lost to noncompliant contractors. I realize
we’re just supposed to factor in this additional
paperwork as part of “the cost of doing
business,” but every hour I spend doing that is a
nonproductive hour. One has to wonder if it’s worth
the extra expense to the customer.
Warren Currier Jr.
Freeville, N.Y.