Missing Scope

David Stutzman of Conspectus wrote a blog post last week about his experience finding construction document scope omissions and other issues in a set of progress construction documents. These omissions and issues would have amounted to lots of scope of work missing from the construction documents (leading to change orders), and some potentially serious construction and building performance problems, had he not commented on them to his architect-client.

Dave asked, “So why is the specifier finding this? Well given the time, finding stuff like this and asking questions is all part of the job. This is what goes on in the background and owners are never even aware. Most owners don’t know if a specifier is involved and rarely, if ever, know who it is. Yet it is often the specifier who keeps the projects out of trouble and all without the owner knowing.”

The reasons specifiers often find problems such as Dave found are because of Dave’s reasons above, and also because of the way specifiers approach their work in the planning stages. Like Dave, I prepare a table of contents to include with my fee and services proposals. Sometimes I have the architect’s DD drawings to look at, sometimes I just have a concept design narrative.

The reason I do a table of contents with my proposal is because I approach the project from a point of view of the whole picture. I want to consider every spec section we might possibly need. Then I remove from my list what we don’t need, and there’s my table of contents – my scope.

Instead of gathering up my scope bit by bit, and building up my table of contents, by adding each section I think we’ll need, I consider all of the potential scope, and then delete what I know we don’t need, subtracting from my master table of contents to get down to my project table of contents.1

For me, creating a table of contents is not like building with Legos, it’s like sculpting stone; in creating a table of contents, I just chip away all that is not part of the project.

Like Dave does, in my proposed table of contents next to the sections that I expect to be someone else’s work, I indicate that. I’ve never had an experience as extreme as the one described in Dave’s post, but I regularly have similar experiences on a smaller scale, where some necessary project scope is just missing from the work of architect/consultants/specifier. I’m often the first person to notice the omissions in progress sets, even though I don’t ever see other consultants’ proposals.

As most design professionals who have worked with specifiers know, we are extremely detail-oriented people. We get deep into the details. However, in order to know where to go to dive deep, we have to lay out our plan of action first. We see the big, big picture. That’s partly because we often prepare Division 01, which prompts a whole lot of questions about procedures during construction, and a whole lot of questions about what is in the Owner-Contractor agreement. It’s partly because we lay out our project road map (table of contents) very early, so we don’t get burned, fee-wise.

I never approached projects in this manner when I worked as a project architect. There was no listing of all the drawings that I might need anywhere in my office or anywhere else that I knew of. I actually don’t know any architects who approach projects in the same way most specifiers approach projects.

However, this approach would be a good way for an architect who is the owner’s prime consultant on a project to approach the division of design work, and to verify that all design work, and the production of all construction documents required for the project, is assigned to someone, and is accounted for in consultants’ proposals if the architect isn’t doing it. This would help ensure that the owner is getting what he thinks he’s getting for the contractual design fee – a completely designed project. This would also help prevent massive change orders due to missing scope during construction.

If an architect can’t take this approach, he or she should at least note all explicit exclusions by consultants in their proposals, then verify that the architect or another consultant is covering that work, and if not, verify that the owner does not need that work to be done. If the owner does require that work, the architect should get that work added into someone’s scope before construction begins.

 

Notes:

1. CSI’s MasterFormat is the Master-Master Table of Contents, but I usually just use MasterSpec’s complete Table of Contents as my Master Table of Contents, plus some additions of my own.

Shoegnome Hit the Nail on the Head

Jared Banks (you might think of him as Shoegnome, as I do) hit the proverbial nail on the head in his blog post yesterday. His post “You graduated from Architecture School and want to be called Architect” illustrated for me the main reason that I am so displeased by the formal use1 of the word “architect” to describe people who are not licensed architects.

Jared points out in his post that the question in the profession about who gets to use the term “architect” may be “just the symptom, not the illness,” and that “Perhaps the real problem isn’t who should be allowed to be called an architect. It’s actually that the value of architects has eroded.” Building owners are finding architects to be less valuable than they used to find them. I hate to be reminded of this.

When “architect” doesn’t mean much anymore, because architects provide less value than they used to, there are fewer objections to broadening the field of people who are eligible to call themselves architects.

Compounding yesterday’s displeasure, that morning I had read the text of the National Design Services Act, which was written by the AIA and the AIAS “to try to help alleviate this massive accumulation of debts for architecture students.”  It’s being sponsored in the House by Ed Perlmutter, a Congressperson from my state, Colorado.

The bill currently defines an eligible participant in the loan relief program as an “eligible architect” and defines “eligible architect” as an individual who “has completed an accredited masters program in architecture; or is an intern architect who has completed an accredited masters program in architecture and is enrolled in the Intern Development Program of the National Council of Architectural Registration Boards.” Here’s the text of that bill.

In other words, the bill defines “architect” as a person with a masters degree in architecture. Even the AIA, this country’s primary professional organization for architects, misuses the word “architect.”

The AIA is writing legislation that misleads our legislators and the public by ignoring the fact that under state laws, a person can’t be called “architect” without a state-issued license to practice architecture. (Oddly, the AIA also doesn’t seem to believe that a person with a 5-year professional degree, a BArch, should be eligible for loan forgiveness – the bill currently only addresses masters degrees.)

How is THIS advocating for architects?

This doesn’t help with the perception of the value of an architect. If everyone who finishes school gets called “architect” by the AIA and our federal lawmaking bodies, while under state law only those of us who have licenses can call ourselves architects, mixed messages are being sent. “You just have to get through school!” “You have to get through school, actually get some experience, pass some tests, and be willing to take on some professional responsibility!” Which is it? State law is clear. I believe federal law is silent on the matter, but will no longer be if this bill passes.

As I wrote to my senators and representative, the profession has problems, and one problem is that many grads have huge debt, but this bill is a bad idea that may further the problems of the profession by allowing schools to continue to charge more tuition every year, and deliver less of value to architecture students every year. Schools turn out architecture graduates who are nowhere near equipped to produce construction documents that buildings can be built from, but schools seem to be telling their grads that they’re ready to practice as full-blown architects upon graduation. That’s simply not true, and it’s not how our profession is set up.

Internship, the years between graduation and licensure, is an essential part of our training in this profession. Schools teach lots of design and theory, and a tiny bit of building technology and construction documentation. We are supposed to learn these practical things on the job. Producing construction documents is absolutely essential to the job, to the profession, as described in state licensing laws. But schools gloss over that, and some lead students to believe that they can just hire someone to do technical things like construction documents for them.

This National Design Services Act bill indicates that people straight out of architecture school can do a number of things, including “Assessment of the safety of structures that are in disrepair or have been damaged as the result of natural or manmade disasters.” I don’t want people right out of school doing this type of assessment in MY community. They are simply not qualified. (I may not be qualified. I’m an architect [licensed for over a decade], not an engineer.)

It’s not too late to find ways to return value to our profession. And I know where to start. Architects need to get more technical, and architecture firms need to keep technical expertise in-house or under their umbrella. By “get more technical,” I mean that architects need more building code expertise, an understanding of building technology, comprehension of building science, and expertise in effective construction contract administration. These things are no longer emphasized in many practices, and are rarely addressed in schools, but this knowledge and these skills are where the value lies for owners, for communities.

This knowledge, these skills, and the responsibility and liability that come with a license are what separate competent licensed architects from designers, architectural graduates, and kids with software programs. And we shouldn’t all be called by the same name.

 

Notes:

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1. By formal use, I mean use by newspapers, professional organizations, local government candidates, and architecture firms. I do not mean use during cocktail party conversation, or use by 19-year-olds explaining their college majors.

 

Product Representatives Helping Architects… Or Not

A great way for construction product representatives to get to know architects and specifiers is by offering technical assistance in the form of reviewing specifications and details during the construction documents phase.

A great way for architects and specifiers to feel comfortable that they’re properly incorporating a particular product into the project design is to ask a person who represents that product for the manufacturer to review specifications and details during the construction documents phase. This is appropriate when there’s a specific product that the drawings are based on, a basis-of-design product.

This informal review process is great when it’s done right. No one can possibly know a product better than a good product representative. Knowledgeable product reps can be tremendous resources for the design team. Some reps observe construction and advise contractors on installation for purposes of warranties. Some do forensic work on their products. Many are very familiar with their products’ limitations and proper construction details and specifications.

Not all representatives are technical experts, though. A rep doesn’t have to be the most knowledgeable in order to be a good rep, but a good rep does need to know when to ask someone else for assistance with reviewing details and specs.

Architects, be suspicious if you’re told by a rep that all your specs and details “look great!”

Product reps, if you don’t have the technical knowledge to review specs and details in which your product is the basis-of-design, pass this work on to someone on your team who does have the know-how.

Manufacturers, make sure that your reps know who to turn to when they need technical info.

Fixing things during construction, rather than during the construction documents phase, is a lot messier and more painful for everyone involved.

Cheerleaders, Mentors, Colleagues

One of my biggest cheerleaders recently passed away. I never got to meet him in person, although we corresponded via email occasionally, and talked on the phone sometimes.

Ralph Liebing was 78 years old, but still worked every day. He was an architect and a specifier; he did the same work that I do. I subscribed to his weekly newsletter; he frequently commented on my blog posts. We often wrote about the same topics: construction specifications and the education and training of emerging design professionals. He had a long history of teaching in architecture and technical schools. We worked together on a volunteer effort for CSI, for a Building Technology Education Program.

Ralph encouraged me in my blog writing, and in our efforts on the Building Technology Education Program. He really reached out to me, sending me an occasional little quiz on some building assembly or another, telling me about his family, congratulating me on mentions in CSI publications, and emailing me the occasional “Have a great weekend,” or forwarded curiousity. I own 2 of the 11 textbooks that he authored. I tried to teach him a little about social media, updated him on Denver’s weather, and told him about my family.

He worked for an architecture and engineering firm; I am independent. I don’t work with other specifiers; I don’t even work with other architects in my office. This is part of why Ralph was so important to me. As an independent, I am on my own in my work. But when I joined CSI, I found that I’m not really alone. CSI brought me Ralph, and other people who have helped me along the way in my career.

I had been writing specs for over a year when I joined CSI. I knew about CSI, because I’d taken the CDT exam before I started writing specs.

When I started writing specs, I worked as an independent contractor to a specifications firm that had employees and independent contractors, but I did my work mostly at home. My kids were little, 2 and 4 years old. I hadn’t worked for 4 and a half years. My husband’s business was a major source of stress for me at the time. I was busy BEFORE I started working in specifications, but I fit the work in. CSI wasn’t emphasized by the spec writer I worked for, and joining a professional organization was NOT on my to-do list. I barely had time to sleep, sometimes.

After 8 months of being an independent contractor, I was fully on my own. One day, one of my clients mentioned something about my being “in the loop” with CSI, and I realized that I needed to GET in the loop in order to be my best at my work. I owed it to my clients. So I finally joined CSI, but it was months before I made time to get to a Chapter meeting!

After I started going to meetings, and meeting other CSI members, I quickly realized how important my CSI involvement is to my work. I’ve found a network of colleagues, with technical knowledge about construction, that is essential to me. I’ve been extremely lucky to find mentors in CSI all across the country who have offered me various types of challenging and rewarding opportunities that have helped me in my career. And I found a very special cheerleader in Ralph Liebing. Ralph was important to many other people in the same way. He will be greatly missed in our CSI community.

I never expected these relationships that I’ve found through CSI. These relationships are the main reason that CSI rocketed from being something I made myself find time for, to being something vital to my career.

Inconvenient Assemblies

I’ve dealt with some inconvenient exterior wall assemblies lately.

Although two recent projects had to comply with the 2012 International Energy Conservation Code, the nature of their exterior wall assemblies made achieving continuous insulation difficult in both projects, and made achieving a continuous air barrier difficult in one project. Energy calculations indicated that we did need continuous insulation on both; there was no getting around it.

In these projects, the insulation and air barriers were afterthoughts.

So the construction documents for both projects show some unusual applications of rigid insulation, and for one project, show an unusual application of an air barrier coating. It can all work, it can all meet the code requirements, but these situations may not be ideal for construction.

How did we get here? I believe that the exterior wall assemblies were dictated by the owner in one case and by the design-build contractor in the other case.

Owners and contractors aren’t required to be familiar with building codes. The person responsible for interpreting the building code and making sure that the construction documents comply with the code is the architect.

Whether the architect or someone else initially selects wall assemblies, the architect needs to verify code compliance, early in the project. And don’t forget that IECC! The earlier in the project that you take all code requirements into account, the more convenient for everyone, from architect to cost estimator to insulation installer.

 

 

 

Continuous Insulation & Masonry Veneer Anchors

There’s something that architects need to be aware of as we use increasingly thicker continuous insulation behind masonry veneer cladding.

If the distance between the structural steel backup and the back of the masonry veneer cladding exceeds 4-1/2 inches, the masonry veneer anchor spacing must be designed by a structural engineer.1

Masonry veneer anchor spacing is not usually designed by a structural engineer; the code provides prescriptive requirements that we typically follow, and this spacing is most often indicated in the specifications by the architect or the structural engineer.2

Manufacturers of some types of masonry veneer anchors indicate that the legs of the anchors can accommodate up to 4 inches of insulation. But even these can’t be used without having calculations run by an engineer, unless you keep the distance between the structural steel backup and the back of the masonry to 4-1/2 inches. (This would leave very little air space. You need at least 1 inch of air space, per the code, and an air space of 2 inches is recommended by the Brick Industry Association.3)

By the way, these things aren’t spelled out in the text of the International Building Code. They’re in a separate document that is incorporated into the IBC by reference, the TMS 402/ACI 530/ASCE 5. This document is called “Building Code Requirements for Masonry Structures,” and is developed by the Masonry Standards Joint Committee (MSJC). Since it’s referenced in the IBC, it becomes part of the requirements of the IBC.4

So, architects, either stick with 4-1/2 inches or less between the structural steel backup and the back of the veneer masonry, or let your structural engineer know, as soon as possible, that you are exceeding 4-1/2 inches. If it’s too late for your project, sometimes the masonry veneer anchor manufacturer who gets the project will hire a structural engineer to check (or design) the anchor spacing. The cost of this service would get passed on to the general contractor and then to the owner (as an extra cost). Avoid a construction change order – deal with this on the design side, before construction starts.

Notes:

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  1. Chapter 12, section 12.2.2.7.4 of the latest version of TMS 402/ACI 530/ASCE 5 indicates that “A 4-1/2 inch maximum distance between the inside face of the veneer and the steel framing shall be specified. A 1 inch minimum air space shall be specified.” There are alternative procedures allowed by the code that can be used instead of these prescriptive requirements, but the alternative procedures are what require a structural engineer to design the anchor spacing.
  2. Chapter 12, section 12.2.2.5.6 of the latest version of TMS 402/ACI 530/ASCE 5 tells us the prescriptive requirements for anchor spacing: “For adjustable two-piece anchors, anchors of wire size W1.7, and 22 gage corrugated sheet-metal anchors, provide at least one anchor for each 2.67 ft2 of wall area.
    “Space anchors at a maximum of 32 inches horizontally and 25 inches vertically…”
  3. The Brick Industry Association publishes online Technical Notes on Brick Construction. Here’s a link to their Technical Note on “Brick Veneer/ Steel Stud Walls.” http://www.gobrick.com/portals/25/docs/technical%20notes/tn28b.pdf
  4. Section 2101 of the 2012 IBC indicates that “Masonry veneer shall comply with the provisions of… TMS 402/ACI 530/ASCE 5.”

“Or Equal”

equal symbol2“Or Equal” is the most confounding phrase in construction documents.1

It means something different to everyone. Sometimes it’s defined in the documents. Sometimes it’s not defined in the documents, which means that the documents are relying on a generally-accepted understanding of the meaning. The problem is that “Or Equal” means different things when defined on different projects so there’s really no generally-accepted understanding of the meaning.

If “Or Equal” is defined, the definition, or description of procedures, should be somewhere in Division 01 of the specifications. In addition, it’s likely to be somewhere in Division 00 of the Project Manual, usually in the “Instructions to Bidders” form.2

In Division 01, the most likely place to find the definition of “Or Equal” is Section 01 60 00 “Product Requirements.” That’s the place to start, anyway.

The major confusion that I’ve seen among people3 dealing with “Or Equal” is the question of when “equals” can be accepted.  The document that defines “Or Equal” should indicate when they can be submitted on, and how and when they can be accepted.

Recommendation for the contractor team:

If “Or Equal” is used in the construction documents, look it up in the documents for the project. Find out its definition for each project. Make no assumptions on a new project. Understand that the definition may differ from project to project. A tip: use the “find” function in the software you’re viewing the electronic documents with, and search for “or equal” in Divisions 00 and 01.4

Recommendation for architects and specifiers:

If you are going to use “Or Equal,” properly define it in the construction documents. (If the owner uses it in the procurement and contracting requirements, you need to use it.) Use the definition the owner uses. If you can’t find one in the owner’s documents, ask the owner about this. Understand that you may have to expand on the owner’s definition in order to make it clear to the contractor team. Understand that if you are working on a project with a general contractor on board prior to completion of the construction documents, such as a Construction-Manager-at-Risk/Construction-Manager-General-Contractor project, the CM may be issuing instructions to bidding subcontractors, and you should make sure that these do not conflict with the owner’s definition of “Or Equal.” This is part of the architect’s job.

Recommendation for owners:

Figure out if you want to allow “equals” or not. Figure out if you want them to be treated as substitutions or not. Figure out if you want to allow substitutions-for-contractor’s-convenience after the contract is signed or not. (Remember that substitutions-for-convenience after the contract is signed are usually not allowed on public projects, because it’s not fair to the bidders who did not win the contract.) Then communicate this to the architect, whether the architect asks for this info or not.

The way I work (this is kind of long-winded, so you can skip from here to the bottom if you want):

Except where specifically included in an owner’s requirements (either in procurement requirements, in contract documents, or in instructions to the design team) I do not use the term “Or Equal” in my project specifications.5

For unnamed products by manufacturers that I name in the specs, I use the term “Comparable Products” and specify that submittals for these products are due at the time that the submittal for a named product would come in, during construction.

For unnamed products by unnamed manufacturers, I use the term “Substitution” and, except on projects in which the owner wants substitution requests to be allowed during construction, I indicate that substitution requests must be submitted prior to the bid and will be accepted in the form of an addendum, which will be issued to all bidders.

The latest project I had on which the owner used “Or Equal” in the procurement requirements was a project at Colorado State University. CSU uses State documents. The State’s definition of “Or Equal” includes “Any material or equipment that will fully perform the duties specified will be considered ‘equal,’ provided the bid submits proof that such material or equipment is of equivalent substance and function and is approved, in writing.  Requests for the approval of ‘or equal’ shall be made in writing at least five business days prior to bid opening.  During the bidding period, all approvals shall be issued by the Architect/Engineer in the form of addenda at least two business days prior to the bid opening date.”

Since that’s exactly how I treat substitution requests, in Section 01 60 00 “Product Requirements” I indicated “Or Equal:  For products specified by name and accompanied by the term ‘or equal,’ or ‘or equivalent,’ or ‘or approved equal,’ or ‘or approved,’ comply with requirements in Division 00 Document ‘Procurement Substitution Procedures’ for submitting a substitution request to obtain approval for use of an unnamed product.  These substitution requests must be submitted at least 5 days prior to the bid date.”

The full procedures were indicated in Document 00 26 00 “Procurement Substitution Procedures” in the project manual. That document again defined “Or Equal,” indicated that they had to be submitted prior to the bid, and also defined Procurement Substitution Requests as “Requests for ‘Or Equals,’ and other changes in products, materials, equipment, and methods of construction from those indicated in the Procurement and Contracting Documents submitted prior to receipt of bids.”

So, what does “Or Equal” mean? Whatever the contract documents say it means.

It comes down to this: Owners should define “Or Equal.” Architects and specifiers should explain it. Contractors should look it up. We just need to communicate.

Notes:

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  1. “Or Approved Equal” is equally confounding, and can be substituted for “Or Equal” in this post.
  2. The Colorado Office of the State Architect calls the form “Information for Bidders” instead of “Instructions to Bidders.” Sometimes these instructions aren’t included in the Project Manual, but are instead issued separately, either by the owner or by a Construction-Manager-at-Risk/Construction-Manager-General-Contractor.
  3. By “people” I mean the whole freakin’ team. Owners are confused. Architects are confused. Engineers are confused. General Contractors are confused. Subcontractors are confused. Vendors are confused.
  4. On your computer keyboard, hitting the Control key at the same time as the F key will usually bring up the Find function. It works in Microsoft Word, PDF readers such as Adobe Acrobat Reader, and web browsers.
  5. Sometimes engineers sneak “Or Equal” into the project specifications, though.