Mortar repointing question

Posted by Wayne Maruna on August 27, 2006, 2:21 pm

I'm hoping someone can provide some direction for me. I realize that what I
am about to ask is nigh onto impossible to accurately estimate, given the
many variables at work.

I am on the finance committee of a homeowner's association situated in
eastern NC. He have about 40 brick columns connected together by wrought
iron fencing leading into our development which the HOA is expected to
maintain. The columns are about 9 years old and in excellent condition. We
are working on developing replacement reserves to help fund expensive
repairs or replacements sometime in the future.

We have calculated that we have about 9,300 linear feet of mortar joints in
these pillars and their bases. From what we have read, such mortar joints
typically last at least 25 or more years. We've obtained a local cost to
repoint a linear foot of mortar at $8 per foot. What we do not know, and
are trying to get some overall experiential estimates on, is this: is there
some percentage we might apply, here in eastern NC, that would say that of
all 9300 feet, x% would likely have to be repointed when the time comes? We
realize that the quality of the mortar and the quality of the brick laying
are large variables, as are weather conditions. We are near the coast in an
area with high humidity but little in the way of freezing conditions.
Assume that the mortar and workmanship are excellent. Is there anyone in
the industry who could say, for example, that we might expect to have to
repoint 25% or 30% or 50%, etc, of the mortar lines in 25 years? Any
guidance you could give us would be appreciated. Lacking info from someone
in the industry, we'd be left to pull a number out of the air.

If we had to repoint 100% of the mortar, we would have to reserve on the
basis of 9300x$8, or over $74,000 in today's dollars. We think it is
unlikely we would redo 100%, but we have no idea what a reasonable reserve
should be based on.

Thanks for any help you can provide.

Posted by Robert Allison on August 28, 2006, 12:29 am

Wayne Maruna wrote:

> I'm hoping someone can provide some direction for me. I realize that what I
> am about to ask is nigh onto impossible to accurately estimate, given the
> many variables at work.
>
> I am on the finance committee of a homeowner's association situated in
> eastern NC. He have about 40 brick columns connected together by wrought
> iron fencing leading into our development which the HOA is expected to
> maintain. The columns are about 9 years old and in excellent condition. We
> are working on developing replacement reserves to help fund expensive
> repairs or replacements sometime in the future.
>
> We have calculated that we have about 9,300 linear feet of mortar joints in
> these pillars and their bases. From what we have read, such mortar joints
> typically last at least 25 or more years. We've obtained a local cost to
> repoint a linear foot of mortar at $8 per foot. What we do not know, and
> are trying to get some overall experiential estimates on, is this: is there
> some percentage we might apply, here in eastern NC, that would say that of
> all 9300 feet, x% would likely have to be repointed when the time comes? We
> realize that the quality of the mortar and the quality of the brick laying
> are large variables, as are weather conditions. We are near the coast in an
> area with high humidity but little in the way of freezing conditions.
> Assume that the mortar and workmanship are excellent. Is there anyone in
> the industry who could say, for example, that we might expect to have to
> repoint 25% or 30% or 50%, etc, of the mortar lines in 25 years? Any
> guidance you could give us would be appreciated. Lacking info from someone
> in the industry, we'd be left to pull a number out of the air.
>
> If we had to repoint 100% of the mortar, we would have to reserve on the
> basis of 9300x$8, or over $74,000 in today's dollars. We think it is
> unlikely we would redo 100%, but we have no idea what a reasonable reserve
> should be based on.
>
> Thanks for any help you can provide.
>
>

I doubt that the figure of $8 per foot was referring to linear
feet. Almost all masonry is done by the square foot, and your
figure is probably referring to a square foot. Although I am
not familiar with prices in NC, around here stonework can be
easily done for $8 a square foot for native stone or brick,
including materials, so the repointing costs seem high.

Getting past that, in the next 25 years you may have to
repoint 25% or so before it is time to do major repairs.
Since you could easily do the replacement of the columns for
just a bit more than what you are paying to repoint them, you
may have a decision to make. For budgeting purposes, I would
figure the repairs at $8 per square foot and figure 25% of the
columns will need repairs over the course of 25 years. At the
end of the period, you will probably have money left over.

--
Robert Allison
Rimshot, Inc.
Georgetown, TX

Posted by John Reddy on August 28, 2006, 7:38 am

> Wayne Maruna wrote:

> > I'm hoping someone can provide some direction for me. I realize that what
> > I
> > am about to ask is nigh onto impossible to accurately estimate, given the
> > many variables at work.
> >
> > I am on the finance committee of a homeowner's association situated in
> > eastern NC. He have about 40 brick columns connected together by wrought
> > iron fencing leading into our development which the HOA is expected to
> > maintain. The columns are about 9 years old and in excellent condition.
> > We
> > are working on developing replacement reserves to help fund expensive
> > repairs or replacements sometime in the future.
> >
> > We have calculated that we have about 9,300 linear feet of mortar joints in
> > these pillars and their bases. From what we have read, such mortar joints
> > typically last at least 25 or more years. We've obtained a local cost to
> > repoint a linear foot of mortar at $8 per foot. What we do not know, and
> > are trying to get some overall experiential estimates on, is this: is
> > there
> > some percentage we might apply, here in eastern NC, that would say that of
> > all 9300 feet, x% would likely have to be repointed when the time comes?
> > We
> > realize that the quality of the mortar and the quality of the brick laying
> > are large variables, as are weather conditions. We are near the coast in
> > an
> > area with high humidity but little in the way of freezing conditions.
> > Assume that the mortar and workmanship are excellent. Is there anyone in
> > the industry who could say, for example, that we might expect to have to
> > repoint 25% or 30% or 50%, etc, of the mortar lines in 25 years? Any
> > guidance you could give us would be appreciated. Lacking info from someone
> > in the industry, we'd be left to pull a number out of the air.
> >
> > If we had to repoint 100% of the mortar, we would have to reserve on the
> > basis of 9300x$8, or over $74,000 in today's dollars. We think it is
> > unlikely we would redo 100%, but we have no idea what a reasonable reserve
> > should be based on.
> >
> > Thanks for any help you can provide.
> >
> >

>
> I doubt that the figure of $8 per foot was referring to linear
> feet. Almost all masonry is done by the square foot, and your
> figure is probably referring to a square foot. Although I am
> not familiar with prices in NC, around here stonework can be
> easily done for $8 a square foot for native stone or brick,
> including materials, so the repointing costs seem high.
>
> Getting past that, in the next 25 years you may have to
> repoint 25% or so before it is time to do major repairs.
> Since you could easily do the replacement of the columns for
> just a bit more than what you are paying to repoint them, you
> may have a decision to make. For budgeting purposes, I would
> figure the repairs at $8 per square foot and figure 25% of the
> columns will need repairs over the course of 25 years. At the
> end of the period, you will probably have money left over.

1. I agree with everything Robert says.

2. How big are the columns? The linear footage seems high. (Also, as
Robert said, skip the linear footage of mortar; just figure the square
footage of the columns.

3. Pointing columns is not like pointing a building and should be
cheaper. Unless the columns are very tall, staging and rigging is not
needed.

4. I do Capital Reserve Analyses all the time for Associations. I
don't hand out normally give away advice but I will tell you, don't
micro-manage or over-itemize your reserve list. Unless your Association
is really huge (which I'm guessing it's not), you should not have more
than a one page list of reserve items, including any recreation
facilities if you have them.

-John Reddy

CONTINENTAL BUILDING CONSULTANTS
P.O. Box 518
Hampton, NH 03843
(800) 562-1037

Providing Consulting Services to Community Associations, Property
Owners, Managers, Developers and others in the Real Estate Industry
since 1987 including property inspections, building condition surveys,
capital reserve analyses, construction documents, bid packages and
construction project inspection.

"We can do that."

Posted by Glenn on August 28, 2006, 10:57 am

Why do you think they will need repointing? I know of buildings
around here (KC area) 150 years old and sound.

Prices 25 years from now won't resemble today's prices anyway.

>> Wayne Maruna wrote:

>> > I'm hoping someone can provide some direction for me.
>> > I realize that what I
>> > am about to ask is nigh onto impossible to accurately
>> > estimate, given the many variables at work.
>> > I am on the finance committee of a homeowner's
>> > association situated in eastern NC. He have about 40
>> > brick columns connected together by wrought iron
>> > fencing leading into our development which the HOA is
>> > expected to maintain. The columns are about 9 years
>> > old and in excellent condition. We
>> > are working on developing replacement reserves to help
>> > fund expensive repairs or replacements sometime in the
>> > future.
>> > We have calculated that we have about 9,300 linear
>> > feet of mortar joints in these pillars and their
>> > bases. From what we have read, such mortar joints
>> > typically last at least 25 or more years. We've
>> > obtained a local cost to repoint a linear foot of
>> > mortar at $8 per foot. What we do not know, and are
>> > trying to get some overall experiential estimates on,
>> > is this: is there
>> > some percentage we might apply, here in eastern NC,
>> > that would say that of all 9300 feet, x% would likely
>> > have to be repointed when the time comes? We
>> > realize that the quality of the mortar and the quality
>> > of the brick laying are large variables, as are
>> > weather conditions. We are near the coast in an
>> > area with high humidity but little in the way of
>> > freezing conditions. Assume that the mortar and
>> > workmanship are excellent. Is there anyone in the
>> > industry who could say, for example, that we might
>> > expect to have to repoint 25% or 30% or 50%, etc, of
>> > the mortar lines in 25 years? Any guidance you could
>> > give us would be appreciated. Lacking info from
>> > someone in the industry, we'd be left to pull a number
>> > out of the air.
>> > If we had to repoint 100% of the mortar, we would have
>> > to reserve on the basis of 9300x$8, or over $74,000 in
>> > today's dollars. We think it is unlikely we would
>> > redo 100%, but we have no idea what a reasonable
>> > reserve should be based on.
>> > Thanks for any help you can provide.

>> I doubt that the figure of $8 per foot was referring to
>> linear feet. Almost all masonry is done by the square
>> foot, and your figure is probably referring to a square
>> foot. Although I am not familiar with prices in NC,
>> around here stonework can be easily done for $8 a square
>> foot for native stone or brick, including materials, so
>> the repointing costs seem high.
>> Getting past that, in the next 25 years you may have to
>> repoint 25% or so before it is time to do major repairs.
>> Since you could easily do the replacement of the columns
>> for just a bit more than what you are paying to repoint
>> them, you may have a decision to make. For budgeting
>> purposes, I would figure the repairs at $8 per square
>> foot and figure 25% of the columns will need repairs
>> over the course of 25 years. At the end of the period,
>> you will probably have money left over.

> 1. I agree with everything Robert says.
> 2. How big are the columns? The linear footage seems
> high. (Also, as Robert said, skip the linear footage of
> mortar; just figure the square footage of the columns.
> 3. Pointing columns is not like pointing a building and
> should be cheaper. Unless the columns are very tall,
> staging and rigging is not needed.
> 4. I do Capital Reserve Analyses all the time for
> Associations. I don't hand out normally give away advice
> but I will tell you, don't micro-manage or over-itemize
> your reserve list. Unless your Association is really
> huge (which I'm guessing it's not), you should not have
> more than a one page list of reserve items, including any
> recreation facilities if you have them.
> -John Reddy
> CONTINENTAL BUILDING CONSULTANTS
> P.O. Box 518
> Hampton, NH 03843
> (800) 562-1037
> Providing Consulting Services to Community Associations,
> Property Owners, Managers, Developers and others in the
> Real Estate Industry since 1987 including property
> inspections, building condition surveys, capital reserve
> analyses, construction documents, bid packages and
> construction project inspection.
> "We can do that."

Posted by Italian Mason on August 28, 2006, 10:00 pm

In your climate and with todays mortar mixes those collums will be
there and in the same condition long after your gone and the children
of those on the assosiation are gone. Wayne Maruna wrote:

> I'm hoping someone can provide some direction for me. I realize that what I
> am about to ask is nigh onto impossible to accurately estimate, given the
> many variables at work.
> I am on the finance committee of a homeowner's association situated in
> eastern NC. He have about 40 brick columns connected together by wrought
> iron fencing leading into our development which the HOA is expected to
> maintain. The columns are about 9 years old and in excellent condition. We
> are working on developing replacement reserves to help fund expensive
> repairs or replacements sometime in the future.
> We have calculated that we have about 9,300 linear feet of mortar joints in
> these pillars and their bases. From what we have read, such mortar joints
> typically last at least 25 or more years. We've obtained a local cost to
> repoint a linear foot of mortar at $8 per foot. What we do not know, and
> are trying to get some overall experiential estimates on, is this: is there
> some percentage we might apply, here in eastern NC, that would say that of
> all 9300 feet, x% would likely have to be repointed when the time comes? We
> realize that the quality of the mortar and the quality of the brick laying
> are large variables, as are weather conditions. We are near the coast in an
> area with high humidity but little in the way of freezing conditions.
> Assume that the mortar and workmanship are excellent. Is there anyone in
> the industry who could say, for example, that we might expect to have to
> repoint 25% or 30% or 50%, etc, of the mortar lines in 25 years? Any
> guidance you could give us would be appreciated. Lacking info from someone
> in the industry, we'd be left to pull a number out of the air.
> If we had to repoint 100% of the mortar, we would have to reserve on the
> basis of 9300x$8, or over $74,000 in today's dollars. We think it is
> unlikely we would redo 100%, but we have no idea what a reasonable reserve
> should be based on.
>
> Thanks for any help you can provide.

Page 1 of 2 1 2 > last >>

Similar Threads	Posted
REPOINTING USING LIME TO REPLACE PORTLAND MORTAR	March 18, 2007, 5:06 pm
Shower bed mortar	September 11, 2007, 8:55 pm
Water content for mortar	February 6, 2007, 11:21 pm
Thinset mortar bed thickness	April 2, 2008, 2:10 pm
mortar alternatives - Mason Bond	September 13, 2006, 4:35 pm
chemical difference between cement and mortar	December 20, 2006, 5:49 pm
Is stucco material simply mortar mix?	September 19, 2007, 10:07 am
suitable mortar mixes for hard burnt facing bricks and lightweight aerated concrete blocks	January 6, 2007, 10:52 am
Question:	October 7, 2006, 2:31 pm
MDO question	February 12, 2009, 11:25 am