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David Axt, AIA, CCS, CSI
Junior Member
Username: David_axt

Post Number: 37
Registered: 03-2002
Posted on Tuesday, August 13, 2002 - 12:10 pm:   Edit PostDelete PostPrint Post

How do you handle Related Sections?

What sections do you list and why?

Thanks.
John Bunzick, CCS, CCCA
New member
Username: Bunzick

Post Number: 16
Registered: 03-2002
Posted on Tuesday, August 13, 2002 - 05:05 pm:   Edit PostDelete PostPrint Post

Think of it as merely a guidepost. I list sections where some confusion may exist as to whether something is in the current section, or where the current section heavily relies on a another section to be complete, or where the sequencing/coordination between two sections is critical. Examples: If wood door frames are in the finish carpentry section, I might refer to that in the wood door section. If my window spec does not contain the glazing requirements I'd refer to the glazing section in the window section.

The corollary to this is that the summary article should be just that - not a "scope of work." I will just list the products or procedures in the spec in simple phrases. That may be only one thing in some cases.
Richard Hird
Unregistered guest
Posted on Wednesday, August 14, 2002 - 09:22 am:   Edit PostDelete PostPrint Post

Agree with John Bunzick, on the "less is more" principal. I even change "Related Sections" to "Specified in Other Sections". This eliminates the tendency to list relationships that are of no practical importance to defining the limits of the scope of the section.

"Related Sections" with section references is a poor index for finding information in other parts of the specification. I find narrow scope specifying gives you a Table of Contents that is much more useful in locating information.

John Regener, AIA, CCS
Unregistered guest
Posted on Thursday, August 15, 2002 - 12:32 pm:   Edit PostDelete PostPrint Post

There are a number of issues in the Section format, one of which is "Related Sections." I simply use "Related Sections" rather than "Related Work Specified in Other Sections." I definitely don't use "Related Work of Other Sections" nor do I use "Work of this Section." The Section doesn't "own" Work and to identify Work "of" a Section gets too close to establishing trade and subcontract jurisdictions.

(It's for another discussion to deal with how the Work should be broken into specific Sections and whether the breakdown should follow trade or subcontract practices. And whether to specify "related" Work in what might seem to be an "unrelated" fashion. For example, should waterproofing under ceramic tile flooring be in a separate Section or should it be included in the ceramic tile Section?)

Regarding use of a "Related Sections" article, various schools of thought that I've encountered say, "don't do 'Related Sections' at all; it's the Contractor's responsibility to figure out what's in the documents," or "don't do 'Related Sections' because it causes confusion about who is supposed to do the various Work items," or "everything is related to everything else in the specs and it's impossible to figure out and describe how everything is supposed to relate," or "list what the writer thinks is helpful for the reader to understand about work specified in other Sections so that the intent of the specifications is clear."

I believe the last one is most appropriate and it is what I do. At the beginning of each Section, I use two articles: "Section Includes" and "Related Sections." "Section Includes" is an introduction and summary ... a very concise summary ... of the topics specified in the Section. "Related Sections" identifies other Sections in which products or "work results" are specified that DIRECTLY relate to the Work specified in the Section.

Under the "Related Sections" article, I list Section numbers and titles and, very importantly, add a brief statement of what is related. For example, I commonly identify "Section 05090 - Anchors and Fasteners" and add a brief statement "General requirements for anchors and fasteners to building substrates."

To me, this is consistent with the spec writing concept of "say it once and only once and in the most appropriate location." Don't repeat the requirements for anchors and fasteners in many Sections. Reference a single Section where the requirements are specified.

Shouldn't the Contractor (General Contractor) already know that the requirements for anchors and fasteners are in Section 05090? Yes, but realistically speaking, the complexity of specifications is so great that it helps to call this out to the reader (subcontractor, supplier, GC's superintendent, project inspector, Architect's field representative and even the planchecker). Although specs should be addressed only to the (General) Contracor and not to subcontractors, et. al., it helps to direct attention to significant matters that are specified in other Sections that the reader might otherwise miss.

Two tests I use on Sections listed under the "Related Sections" article are (1) is the Section cross-referenced later in the text of the subject Section and (2) can a concise statement be written about what it is that is related? If these two tests can't be passed, then the Section should not be listed under "Related Sections."

And, there are many differing opinions about cross-referencing between Sections ... but that's another discussion.
Richard L. Hird
Unregistered guest
Posted on Thursday, August 15, 2002 - 01:30 pm:   Edit PostDelete PostPrint Post

Regarding John's "it helps to direct attention".

This is to me similar to making certain things bold, using the "Note: _____" format, "The Contractors attention is directed to____" and any other adjective and adverb intended emphasize or direct attention to a specific subject or point. When defending a specification containing such points of emphasis, the writer is subject to the criticism that he emphasized certain things as important, but not others which per Murphy's law are the point of confrontation. It is not illogical to assume that what was not emphasized was not as important, nor, the true development thereof, not important at all. Been there before and do not want to be there again.

This is the fundamental problem in deciding what should and should not be in Related Sections. If you do not intend to bing value to the bidding process, I beleive you should not use "Related Sections" or any other cross referencing to direct attention. It does not serve any purpose, and can only bring you trouble.

On the other hand if you feel that defining scopes of sections is within your ability, and is a legitimate role, do it with that in mind. "Related Sections" brings value to the Owner in obtaining better bids. Also expect to get paid for it, it is of value.
John Regener, AIA, CCS
Unregistered guest
Posted on Thursday, August 15, 2002 - 05:22 pm:   Edit PostDelete PostPrint Post

My use of "Related Sections" and organizing the content of spec Sections to include related products, such as the example I used of waterproofing and ceramic tile, is not for the intention of establishing trade or subcontract scopes.

It is (hopefully) a more subtle way of establishing responsibility by grouping information in one place. It means taking a "system" or "assembly" approach to to products. That is, the waterproofing under floor tile is part of the tile finish assembly. There is no restriction on the (General) Contractor to have only one party install both the waterproofing and the ceramic tile. It is convenient, if the Contractor chooses to do so, to have the Work specified in the ceramic tile Section be the responsibility of a single installer (subcontractor). And in so doing, the likelihood of a coordinated installation is increased.

Another example is access doors. Often, these are specified in a Section such as 08305 - Access Doors and Panels. Yet, there are access doors specified by the mechanical engineer under plumbing specifications and HVAC specifications. In my opinion, it is preferable to have plumbing and HVAC specifications reference the Division 8 "related section" for access doors.

The same is true for firestopping and smoke seals. These are used on plumbing piping, HVAC piping and ductwork, fire sprinkler piping, power conduits, signal system conduits, pneumatic tube systems and structural framing penetrations of fire-rated construction. My understanding is that Code authorities want only one specification for penetration seals (i.e., one ICBO Evaluation Service report to govern sealing of penetrations). There should not be different firestopping and smoke seal materials specified, as often occurs when various design disciplines include these materials in specifications for piping, ductwork and conduit.

I think there are compelling reasons to cross-reference between Sections and this cross-referencing should be noted in a "Related Sections" article at the beginning of the spec Section.
John Bunzick, CCS, CCCA
New member
Username: Bunzick

Post Number: 18
Registered: 03-2002
Posted on Friday, August 16, 2002 - 11:00 am:   Edit PostDelete PostPrint Post

I think that John Regener has nailed it spot-on!
Jo Drummond
New member
Username: Jo_drummond

Post Number: 7
Registered: 03-2002
Posted on Monday, August 19, 2002 - 11:21 am:   Edit PostDelete PostPrint Post

I use "Related Work Specified Elsewhere" and don't usually say where. The rationale:

If you have a paragraph entitled "section Includes", you are including things, not sections.

To remain parallel in the paragraph construction, then you want things, i.e. work, in the "not included" part.

Secondly, not saying where the "not included" items are specified avoids the problem of CSI changing the numbers frequently. It avoids the problem of handling the items that may not be in the contract at all, although sometimes I will add (NIC) after items which are separately provided.

Also, by listing work, not sections, I can target exactly what needs to be said: For example, if I want to say that supports for countertops are specified elsewhere, I can say that directly, not say mysteriously, that Metal Fabrications are related work to the Finish Carpentry.

I do things the old-fashioned way, but that has worked for years, and it still does for me. I rarely get calls asking where something is specified.



Richard Hird
Unregistered guest
Posted on Tuesday, August 20, 2002 - 08:56 am:   Edit PostDelete PostPrint Post

Believe Jo and I are on the same page. I just did not know it was old fashioned.

The important thing to me is that we all decide what works for us. I never would never refute John Regener's right to his position on Related Sections, even though it is exactly the opposite of mine.

It is only important that we be consistent within the specification that is published, and to a degree the practice for the construction community in your area. The fact that national commercial masters use an approach should never be construed as "standard practice". I believe we have the "Related Sections" disagreement primarily because commercial masters try to be everything to everybody, and that just makes a long specification, not a good one.

Good specifications require individual editing by professionals that know what they want to do, which may differ from what some one else wants to do. CSI practices need to reflect a degree of latitude to accomplish diverse aims that recognize project conditions and local practices.
gerard sanchis
New member
Username: Gerard_sanchis

Post Number: 3
Registered: 07-2002
Posted on Saturday, August 24, 2002 - 12:24 pm:   Edit PostDelete PostPrint Post

I may out on left field on this one, but after thirty years of writing specs, I've come to the conclusion that we don't need a paragraph titled "related work," "work specified elsewhere," or paragraphs with similar titles in each section.

We are writing narrow scope sections and the section title is or should be work-specific. "Related sections" serves no benefit to my knowledge.

As an example, in specifying overhead coiling doors, if the subcontractor bidding the doors doesn't know that provisions on electrical power are specified in Division 16, then he has no business being a subcontractor. The same applies to other references to "related work."

I'd like to see a discussion along the same lines on "coordination" paragraphs in certain sections of the specs, keeping in mind that the contractor is responsble for all coordination on a project.
Jo Drummond
New member
Username: Jo_drummond

Post Number: 9
Registered: 03-2002
Posted on Saturday, August 24, 2002 - 06:32 pm:   Edit PostDelete PostPrint Post

I use the WI, WNI selectively. I wouldn't say that electrical is in Division 16 either, but if I have certain acoustical firestopping in one place, and it isn't instantly clear where that is, I might, underscore might, note that it is specified somewhere else.

My general position is that if the contractor isn't smart enough to read the specs., he isn't smart enough to build the project, so we shouldn't hold his hand. However, some things can be more than one place, and sometimes I find it useful to advise that it is somewhere else (I usually don't say where). Then if my client calls me to ask where something is, at least by looking, I can tell where it isn't, and maybe narrow down where it is.

A case in point, is installation of metal door frames in wood construction. You can put it with the doors in division 8, or just as well, put it with rough carpentry in Division 6 - if they are welded frames. If they are KD, the installation could even go in Division 9. Any of those trades could install them. In any event the frame material and fabrication are in 8.

On coordination, I've seen specs. that do that. But coordination is means and methods as I see it, and as you allude to, Gerard. Without more discussion from others, I don't think it is a good idea, I don't do it.
John Bunzick, CCS, CCCA
New member
Username: Bunzick

Post Number: 22
Registered: 03-2002
Posted on Monday, August 26, 2002 - 08:55 am:   Edit PostDelete PostPrint Post

Jo, my custom is the same as yours.

See my new thread on coordination.
gerard sanchis
New member
Username: Gerard_sanchis

Post Number: 6
Registered: 07-2002
Posted on Monday, August 26, 2002 - 06:53 pm:   Edit PostDelete PostPrint Post

I see Jo's point on RW and RWSE, etc., but why would door installation not be specified in the same section as the door in Division 8?

Does anyone still specify wood door installation in division 6?

GS.
David Axt, AIA, CCS, CSI
Junior Member
Username: David_axt

Post Number: 45
Registered: 03-2002
Posted on Monday, August 26, 2002 - 08:39 pm:   Edit PostDelete PostPrint Post

The specifier that I work with does specify wood door installation in Section 06200 - Finish Carpentry. I believe that Section 08212 - Flush Wood Door section should stand alone.

I ran into a situation recently where was no finish carpentry on the job, so I deleted the section.....and thus the wood door installation, along with hardware prep for wood doors.

I try to write sections that stand alone rather than get into products furnished by this section but installed in another section.
John Bunzick, CCS, CCCA
New member
Username: Bunzick

Post Number: 24
Registered: 03-2002
Posted on Tuesday, August 27, 2002 - 09:24 am:   Edit PostDelete PostPrint Post

Me too. I specify wood door installation in the wood door spec. I know that the finish carpenters do it, but I think it's better to be together as David points out. Besides, I have found that the door installation is not always done by the same finish carpentry crew anyway. (Yes, I know, I know, specs aren't trade jurisdictions! I just find it an interesting aspect to the discussion.)
Dean E. McCarty
New member
Username: Dean_e_mccarty

Post Number: 3
Registered: 08-2002
Posted on Tuesday, October 08, 2002 - 11:41 am:   Edit PostDelete PostPrint Post

I only use related sections on very rare occassions, and I don't use references article anymore. Mainly from conversations with other SCIP members.

My justification for NOT using related sections stems from a Construction Manager project at the firm I last worked before going it alone.

I deleted these articles from the specs, and the CM, who did the last two projects for the same owner and same architect. He called me to complain that since the related sections articles were missing, he couldn't quickly put his work scopes together. I told him that is not what that article is for. He didn't care. It worked before for him and he wanted it back.

Too bad, man. Do what you're paid to do, and read through the specs and drawings, and coordinate the project properly.

I hope this helps.
Richard Hird
Unregistered guest
Posted on Tuesday, October 08, 2002 - 06:11 pm:   Edit PostDelete PostPrint Post

Although I have long held a similar attitude towards CM's, I have to disagree with the premis that "It is not my job".

What is your job? Give the Owner value for your services, or just limit your responsibilites and thereby become more irrelevant to the construction process?

If it was that difficult I would agree. It is not, however. Why not just provide the added value? Maybe Specifications will become appreciated by the industry.
Anne Whitacre
New member
Username: Awhitacre

Post Number: 21
Registered: 07-2002
Posted on Tuesday, October 08, 2002 - 07:46 pm:   Edit PostDelete PostPrint Post

oooh, I have to jump in here. I'm of the opinion that "related work specified elsewhere" should contain only those items that might logically be expected to be in that section -- not cover basic coordination. An example that might reflect that would be the distinction between say ornamental metal railings and just "regular" pipe railings.

I have found consistently in this construction market, that using that paragraph is a "damned if you do, damned if you don't" proposition. I have never found any value added to the project by providing a listing of related items, and have found consistently that if I list things, it will be used as an exclusion list by the bidders, and if I don't list things, it will be seen as not being helpful enough. The AIA contract specifically says that the dividing up of the work is exclusively the contractor's job, and that we (as designers/architect/spec writers) have no control over that and are not to be perceived as suggesting subcontracts. I think that we have an obligation as specifiers to determine that the project can be built... in some fashion. We do not have the responsibility to chart out every possible permutation of subcontacts that can be used on a project.

My experience has been that specifications ARE appreciated by the industry... if they are backed up and enforced by Owners and specifiers.
C. R. Mudgeon
New member
Username: C_r_mudgeon

Post Number: 3
Registered: 08-2002
Posted on Thursday, October 10, 2002 - 09:34 am:   Edit PostDelete PostPrint Post

"List other sections dealing with work directly related to this section. Listing should be limited to other sections with specific information that the reader might expect to find in this section and to those actually referenced in the section." SectionFormat, SF.7

According to SectionFormat, Anne is correct in her use of this article or paragraph.

Here's an idea - "say it once"

The last few words of the quotation from SectionFormat are inconsistent with the "say it once" principle, in the same way as the "References" article. If a section refers to another section or to a reference standard in the text, there is no reason to repeat it simply as a list at the beginning of the section.

Is it really worth the time to construct such a list - especially when it does not require compliance? And if those lists are necessary, should we not also list all of the products and accessories that appear in a section at the beginning of that section?

Another unnecessary redundancy is a list of drawings in the project manual. If that makes sense, then the drawings should include a list of what is in the project manual.

The table of contents is also supposed to show the number of pages in each section - yet another place for conflicts. Although today's word processors can automatically generate a table of contents complete with the number of pages, what is the purpose? A section has an obvious beginning and an obvious end, so it is easy to see if any pages are missing. Word processors can also generate word counts, so perhaps we should add that, too, so the reader can count the words to see if any are missing.

Having been a reviewer of specification competition entries for many years, I have seen problems caused by each of these needless redundancies: references lists that don't agree with those used in the text; lists of drawings that don't agree with those issued; page counts that don't agree with the sections - especially after a section is reissued by addendum (few people seem to think it necessary to correct the table of contents). And, getting back to the beginning of this discussion, related sections lists that sometimes seem to include nearly every other section in the project manual.

Do you really believe in "say it once"?
Jo Drummond
New member
Username: Jo_drummond

Post Number: 27
Registered: 03-2002
Posted on Thursday, October 10, 2002 - 10:21 am:   Edit PostDelete PostPrint Post

C.R.Mudgeon:
Listing drawings in the specs., and listing spec. sections on table of contents has nothing to do with spec. competitions. They are to facilitate listing what the construction contract consists of, and those lists should be accurate to what the drawings and spec. sections are, down to each & or "and", abbreviation, etc. Failure to do so accurately can end in dispute with unhappy results for all concerned.

But I agree with you about references. I put them in my masters so I can refer to them, but I scrub them out in project specs. The federal government started this, even before my beginning, which was just after Adam, and no one has had the courage to tell them that all it does is waste paper. A personal aside: my learning curve was doing basic editing of federal specs. One of my jobs was to go through all the sections and delete inapplicable references from the list, and be sure that the lists were current. It helped me to learn, but for any other reason, it is a waste of time, as well as paper.

Richard Hird
Unregistered guest
Posted on Thursday, October 10, 2002 - 10:50 am:   Edit PostDelete PostPrint Post

The last line of Ann Whitacers response is my point. Both Owners and specifiers have to back the specification. "It is not my job" has never impressed any Owner I have dealt with.

You do not need to list every related section, just those that might cost money. You just have to keep in mind that some poor subcontractor, who has to do the work, not the CM or the GC, has to define the scope of his bid, usually without the help of the CM or a GC. If he uses the specification section there is nothing any spec writer or professional institution can do to stop that. Refusing to deal with it just costs the Owner money when he receives his bid, and if done correctly reduces field conflicts.

If not done correctly it causes field problems. If the spec writer does not want to deal with it, which I agree is his choice, just do as they do with Corps of Engineers Guide specifications; do not use either “Section Includes”or “Related Sections “at all. This makes it practically impossible to define subcontract agreements
Donald R. Woolery, RA, CSI
Advanced Member
Username: donald_woolery

Post Number: 5
Registered: 01-2004
Posted on Friday, January 30, 2004 - 06:08 pm:   Edit PostDelete PostPrint Post

I use a "Related Work Specified In Other Sections" Paragraph. Many people think this Paragraph has more to do with some tradition of spec writing than getting the spec Section filled with the pertinent information. In 20 years of practice I have always found it very helpful, however, to take great care with the items under this paragraph because as I think about the items, I think about how the work in the Section coordinates with the work in other Sections. This helps me comprehend the scope of the Section as well as the details of the requirements to be included as they may apply to that specific project. Getting this paragraph right has greatly helped me to keep the various aspects of a project's work well organized. For instance, there are often materials or processes identified by the same name that are covered in more than one Section. This Paragraph is the place to sort out which items are specified in which Sections.

As for concerns about taking over the contractor's responsibility to coordinate, this Paragraph helps him coordinate without restricting how he coordinates. It is miswriting within the contents of a Section where I have noticed the problems that interfere with the GC's coordination.

Further, here in N. IL (as in many other places in the USA), the GCs are only brokers. If our office does not put a design together that readily coordinates with established trade divisions, the GC will not sort it out during bidding and may receive multiple subbids for the same work and not know it, costing the owner money. Or the GC may end up with coordination problems that create conflicts where unhappy subs draw us or the owner into the fray with allegations of unfair bid practices, which costs us money. In the end, we find it better to hold the GC's hand a little bit.
Richard A. Baxter
Member
Username: rbaxter

Post Number: 3
Registered: 12-2004
Posted on Monday, December 06, 2004 - 07:17 pm:   Edit PostDelete PostPrint Post

The proposal was made recently in my office to delete the “Related Sections” article from the office standard specifications. We haven’t decided what to do yet. This proposal was in response to a contractor that failed to coordinate a section that was not listed in the “Related Sections” article. I prepared pro and con arguments for the office as follows:

An Argument for Removing “Related Sections”:

Contractors, contrary to the architect’s intentions, may assume that the architect has made a special effort to compile these “Related Sections” lists. To the contractor, these articles may imply that the architect accepts the responsibility for the contractor’s coordination of the work. If the architect neglects to include a related section anywhere in the specifications, the contractor might fail to coordinate that unlisted section and can then assign blame to the architect. As designs are altered and new materials selected, the burden of accurately and thoroughly listing every section that might possibly be related to another section becomes a daunting task that is hardly worth the trouble.

An Argument for Keeping “Related Sections”:

At one level, the contractor is contractually obligated both to perform to all the contract documents and to coordinate who does what amongst its team of subcontractors. At another level, however, the architect is expected to protect the interests of the owner in whatever reasonable way possible. If the contractor fails to coordinate related work, the owner could be overcharged during bidding and will not likely be fully reimbursed. While contractors will have a harder time placing blame for such coordination failures on the architect, the fact remains that the coordination failure might have been avoided if a “Related Sections” article had been included in the specifications. Placing blame squarely on the contractor does not eliminate the fact that the owner was not well served by the Architect’s decision to eliminate the “Related Sections” article. Specs can state that the related sections “include but are not limited to” the listed sections. This allows the specifier to list related sections as accurately as possible without having to be absolutely flawless. The Architect can eliminate misunderstanding of the “Related Sections” article by including a general requirements statement such as the following:

“‘Related Sections’ articles are included herein to make it easier for Contractors, Owners, Architects and others to find products, construction, and equipment that the reader might expect to find in the Section, but that are specified elsewhere. The list of sections may or may not be complete. ‘Related Sections’ articles do not relieve the Contractor of the contractual obligation to perform to all the contract documents or to coordinate who does what amongst its team of subcontractors.”
John Bunzick, CCS, CCCA
Senior Member
Username: bunzick

Post Number: 291
Registered: 03-2002
Posted on Tuesday, December 07, 2004 - 09:36 am:   Edit PostDelete PostPrint Post

I don't use related sections to assist in coordination. I only list related sections for portions work that could be reasonably expected to be in the section, but in fact are elsewhere. In other words, I use it as a supplement to the concept of the "work includes" paragraph as a place to give a very short list of what's in the section--related work is "what you might expect here, but isn't". Since most sections include work that must be coordinated with many, many other sections, I wouldn't use it that way.

Sometimes I get pressure from project managers (or clients) on issues similar to the one you describe. There "needs to be some language" to prevent whatever-it-is-that-the-contractor-screwed-up from ever happening again. We trip over ourselves in this effort, I think. You can't prevent contractors from making sometimes-spurious arguments to cover themselves for poor performance.
Vivian Volz
Senior Member
Username: vivianvolz

Post Number: 13
Registered: 06-2004
Posted on Tuesday, December 07, 2004 - 03:49 pm:   Edit PostDelete PostPrint Post

In some of our firmwide masters, we have eliminated the related sections list that Arcom includes in the Master Spec long-form sections. We did this because it was often not edited for specific projects, and thus contained sections that didn't occur on the project at all. Most of the time, we don't miss it.

However, I find myself occasionally adding it back in. For instance, when there are very specific coordination needs, such as veneer matching across doors and flush wood paneling, I list the related section and the relationship. ("See Division 6 Section 'Interior Architectural Woodwork' for veneer for blueprint-matched doors and panels.") I also list a related section when it's an unusual section: in my interior painting section, I might say "See Division 9 Section 'Multicolored Interior Coatings' for field-applied multicolored coating systems." If I have to write the list of related sections myself, I'm very specific and don't create the impression that the contractor can depend on those lists for all his coordination needs.

Perhaps you could delete the default lists from your masters, and supply only the occasional gentle nudge to the specifier to include a related sections list for things you often see used together.

I'm not sure how I feel about the disclaimer; it seems to repeat information that should be in the Coordination section or the contract. I can see including it once, with a competetively bid job or an "unfriendly" contractor, but not in every technical section.

Good luck!
Ron Beard CCS
Senior Member
Username: rm_beard_ccs

Post Number: 41
Registered: 10-2002
Posted on Tuesday, December 07, 2004 - 07:24 pm:   Edit PostDelete PostPrint Post

One my early bosses forbade me from using the Related Sections paragraph stating “let the contractor do his own coordination!” which, of course, I did. So I was “trained” not to use the Related Sections paragraph. Over the years, however, I have been on the fence on this issue and as a result I have been doing it both ways [not good] depending on the project.

To “force” the contractor into a more diligent pursuit of coordination, I have beefed up the use of pre-installation conferences specifically listing ‘related product’ and interface issues.

A couple of years ago, we had a project which called for a product not typically used in the Mid-Atlantic states [a vented roof insulation panel] because of the hostile environmental conditions within the building. There were many issues to be coordinated with the design so I wrote a very detailed list of coordination points to be addressed both in submittals and in the pre-installation conference. Sad to say, there were significant problems during installation. Turns out that nearly very point of concern listed was ignored by the contractor - in fact, it turns out, he never even held the pre-installation conference. I guess this falls under the heading about leading a horse to water.

Overall, I think there is merit to doing everything we can to make the contract documents simple, clear, and communicative. I generally don’t like the idea that design professionals should have to do things just to CYA or not do things that might expose them to a liability issue. OTOH, the real world makes it a necessary. It is a shame that sometimes these two thoughts combat each other.

I guess the easiest way to approach the Related Sections paragraph is to rephrase it to read: “Partial List of Related Sections” or “Partial List of Related Work Specified Elsewhere.”

Ron
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 67
Registered: 05-2003
Posted on Tuesday, December 07, 2004 - 11:46 pm:   Edit PostDelete PostPrint Post

Since everyone else has put in their two cents, we have used:
"Related Sections include, but are not limited to:"
and provide an explanation and disclaimer in Section 01110 - Summary of Work to cover our butts. Seems to work, no complaints and no finger pointing, but than again all our work is in the private sector.
Phil Kabza
Senior Member
Username: phil_kabza

Post Number: 76
Registered: 12-2002
Posted on Friday, December 10, 2004 - 04:56 pm:   Edit PostDelete PostPrint Post

Having once had a timid client who honored a bid protest related to a Related Sections note, I use them with great caution - rather like Vivian describes. I include them in about 10 percent of sections, most likely in the roofing area, where work is spread across a number of sections.

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