Category Archives: Architecture

More problems with Cornell’s Fine Arts Library proposal

Although the mezzanines proposed for the Fine Arts Library in Rand Hall at Cornell are noncompliant because too many floors are interconnected, it turns out that they would be noncompliant even if only two floors were interconnected. This is because they are too big.

Instead of measuring the actual areas of rooms and spaces, the architects of the Fine Arts Library 100% schematic design proposal have invented a new area category which they call “useful area.” This “useful area” omits what the architects call “circulation area” from the actual net areas of rooms and spaces, so these areas do indeed become quite useful: useful, that is, for fudging the actual numbers so that the mezzanines appear to be compliant.

For example, the net areas of Mezzanine 3.1 and Level 3 are 1,989 and 3,883 square feet respectively, according to data in the architect’s proposal. However, for a floor area of 3,883 square feet, the maximum allowable gross area of the mezzanine would be 3,883/2 = 1,942 square feet. Why use gross area instead of net or “useful” area? Because that’s what the Commentary to the IBC (which is the model Code from which the NYS Building Code is derived) says should be used. But even the net area of this mezzanine would be too big.

The second-floor mezzanine is just as bad. The architects claim that the “useful” area serving as the basis for the second-floor mezzanine area calculation is 7,610 square feet which, when the circulation area is added to it, creates a net area of 8,539 square feet. This number appears to include every room on the second floor, including the bathrooms. Clearly, the second-floor mezzanine is not “in” the bathroom space, and so this area must be excluded. Instead, let’s assume a more reasonable area of 8,000 square feet for the second floor. The maximum allowable mezzanine area would therefore be 4,000 square feet. However the net area listed for this mezzanine level is 4,589 square feet — far too big for the room or space it is in.

By hanging the stack levels above the second floor, two additional problems are created, or only one problem if you believe that creating a four-foot-high dust-collecting space under the entire second-floor stack level — just so the stacks will appear to be hanging from above — is not a problem. What remains a problem is that this geometry creates what the NYS Building Code or the ADA calls a “protruding object” — that is, a surface with a leading edge that is high enough above the floor (more than 27 inches) so that it presents a danger to anyone with a vision disability, even those using canes. The entire second-floor stack level, hovering about four feet above the rest of the second floor, creates one huge protruding object.

Not only does the entire edge of the second floor stack area appear to be a "protruding object," but the architects appear to have configured the edges with a knife-edge geometry

Not only does the entire leading edge of the second floor stack area appear to be a “protruding object,” but the architects appear to have configured these surfaces with a knife-edge geometry (photo screen-captured from a rendering linked from Ithacating in Cornell Heights)

More writings on the Fine Arts Library proposal.

Why Cornell’s current Fine Arts Library may (or may not) be noncompliant.

When an existing building is renovated under the 2010 Existing Building Code of New York State, and the renovation involves a change to a “higher hazard” occupancy, then the Code requires that “heights and areas of buildings and structures shall comply with the requirements of Chapter 5 of the Building Code of New York State for the new occupancy classification.” Since the replacement of Group B studio/classrooms with a Group A3 Fine Arts Library at Cornell University constitutes such a change to a higher hazard occupancy, placing this library on the third floor of the Rand Hall portion of the combined Sibley-Milstein-Rand Hall complex can only happen if the entire complex satisfies Chapter 5 height and area limits under the current (2010) Code. This is true even if the various original elements of the combined building (i.e., Sibley, Rand, and Milstein Halls considered separately) were all built under older (or were built prior to the implementation of) Codes and even if they satisfied all height and area limits under those older Codes.

As I wrote in 2012, the Fine Arts Library was constructed on the third floor of Rand Hall even though this renovation clearly did not comply with the 2010 Building Code of New York State. I challenged this Code violation before the Capital Region-Syracuse Board of Review on July 18, 2013 and the Board ruled in my favor. Subsequently, Cornell — unwilling to fix the Code violations — applied for a Code variance, which was inexplicably granted. This variance allows Cornell to ignore two fire safety provisions in the Code which otherwise would have made this occupancy unlawful. These Code provisions concern floor area and height limits in the Code (specifically Sections 503.1 and 504.2). Cornell asked permission to increase the allowable floor area of Rand-Milstein-Sibley Hall from about 22,500 square feet to 70,000 square feet in order to permit the library to exceed the second-story limit stipulated in the Code (even though the current library is not on the second floor); Cornell  also asked permission to occupy the third story of the “Rand Hall” portion of the combined building because the Code also does not permit library occupancies in sprinklered, Type V-B buildings on any floor level higher than the second story.

In arguing for this Code variance, Cornell’s paid consultant made reference to two sets of fire barriers that were inserted between Milstein Hall and Rand Hall, and between Milstein Hall and Sibley Hall. These fire barriers were created in order to justify the otherwise noncompliant floor area of the Sibley-Milstein-Hall complex when Milstein Hall was constructed under the 2002 Building Code of New York State, and the consultant claimed that these fire barriers helped make a noncompliant Rand Hall library safe. When I pointed out at the variance hearing that neither of these fire barriers satisfied Code requirements for openings, a member of the Review Board took it upon himself to suggest that a second Code variance be added to the agenda — one not even requested by Cornell — to waive Section 715.1 in Chapter 7 of the Code so that opening protectives (for the windows that penetrate the fire barriers) would no longer be required. This, of course, was completely gratuitous, since once height and area limitations were waived, the Fine Arts Library could be placed anywhere in the building complex irrespective of any fire barrier deficiencies. Moreover, it was never the fire barriers, or lack thereof, that created the Code problem that the variance sought to remedy. Even with perfectly operating fire barriers, the Rand Hall library renovation would have been grossly noncompliant because it would still have violated the height limit (for a third-story library) and the floor area limit (for a second-story library).

That being the case, the Fine Arts Library in its current location on the third floor of Rand Hall — even after the approval of this Code variance — may still be noncompliant. Specifically, the “questionable mezzanine” in the Milstein Hall portion of the combined building violates floor separation requirements in the 2010 Code. While Chapter 5 of the 2002 Building Code of New York State allowed the Milstein Hall mezzanine to be considered as part of the floor below, Chapter 5 of the 2010 Building Code of New York State no longer recognizes that allowance. Instead, the mezzanine floor is considered to be separate from the floor below, even though it remains a portion of the “story” below (floors and stories have different meanings in the Building Code). Milstein Hall therefore has three floors, according to the 2010 Code, instead of only two floors according to the 2002 Code,  while the number of stories (two) hasn’t changed. Because no more than two floors (or two stories) can be interconnected by an opening without a shaft enclosure, the three floors of Milstein Hall are not compliant under the 2010 Code. This fact seems to to preclude any change to a higher hazard occupancy within the combined Sibley-Milstein-Rand complex unless a shaft enclosure is constructed at the Milstein Hall mezzanine such that no more than two floors are interconnected. In other words, because Cornell did not seek a variance for this nonconforming mezzanine, the Fine Arts Library may still be noncompliant.

Milstein Hall's entry-bridge mezzanine, pictured above, is open not only to the floor below, but also to the floor above (photo by J. Ochshorn)

Milstein Hall’s entry-bridge mezzanine, pictured above, is open not only to the floor below, but also to the floor above (photo by J. Ochshorn)

On the other hand, one could argue that the mezzanine — defined and regulated in Chapter 5 of the Code — need only satisfy specific Chapter 5 height and area limits. Since these height and area limits appear to be met, the fact that the mezzanine has become nonconforming as a result of Chapter 7 stipulations may not be relevant, even though these stipulations have become applicable because of changes in the rules governing mezzanines that appear in Chapter 5.

The bottom line is this: the fire safety of Rand and Sibley Halls has become hopelessly compromised by the construction of Milstein Hall — an addition that created an enormous combined building that not only greatly exceeds allowable areas specified in either the 2007 or 2010 Building Code of New York State, but also precludes the placement of new assembly spaces (such as libraries or lecture halls) anywhere in the combined building that is currently occupied by Group B functions (e.g., studio-classrooms or offices). Any new Fine Arts Library placed in the Rand Hall portion of the building complex would be well-advised to include a 3-hour fire wall separating Rand from what would then become a smaller building consisting only of Sibley and Milstein Halls. In this way, Rand Hall would regain its independence and its Type II-B construction status, which would in turn allow assembly spaces on all its floor levels unconstrained by any height or area limitations.

Cornell’s proposed Fine Arts Library in Rand Hall

[Updates below] A schematic design proposal for a new Fine Arts Library at Cornell has been submitted by AAP alumnus Wolfgang Tschapeller. For some reason, the 100% schematic design submission is being treated as a top-secret document, and can only be seen by venturing into the Dean’s office in Cornell’s College of Architecture, Art, and Planning.

The schematic plans for Rand Hall's proposed Fine Arts Library have not been posted online

The schematic submission for Rand Hall’s proposed Fine Arts Library has not been posted online

I have already criticized the decision to invest in a major library project “given the rapidly fading importance of physical books in academic life…” The newly unveiled scheme reinforces this judgment: it is extravagant beyond belief, removing virtually the entire third floor of Rand Hall, and inserting what amounts to a hanging four-level stack structure within the double volume thus created — the fourth level actually penetrates what used to be a skylight over the third floor space and thereby becomes a “lantern” hovering above the original building, echoing an earlier programmatic intention, expressed in the original competition for the design of Milstein Hall, that it was to serve as a “gateway to the campus.”

By destroying the structural integrity of the original building (i.e., by removing the third floor), a number of major steps must be taken to make the scheme viable: large transfer beams spanning from exterior wall to exterior wall must be added at the old roof line — these support the hanging stack levels — while the exterior columns must be reinforced so that they are able to resist buckling even with their effective length doubled. Diagonal bracing needs to be added to the new structural frames since floor slabs that previously provided necessary stability have been removed. In addition, the perimeter foundations of the building need to be reinforced to resist the added loads coming down from the transfer beams. Remember that most foundations are cast in place before a superstructure is built; clearly, it’s much harder to underpin an existing building. In fact, what was a perfectly viable 3-story industrial building, admirably capable of supporting pretty much anything that one wanted to place inside, has become a bespoke artifact that will become — when the library proves obsolete in the near future — unusable for anything else unless the whole thing is re-configured again at great expense. (Well, I suppose that with the interior stacks removed, the double-height space could be converted into a basketball court.)

There are several additional problems with this scheme.

Another elevator and shop disruption. Even after finally installing an ADA-compliant elevator in Rand Hall as part of the Milstein Hall addition, this new renovation of Rand Hall — by creating “floating” stack areas disconnected from the original Rand Hall floor plates — actually requires a new, second, elevator to access the stacks. Such an elevator, aside from the extravagance of having two expensive elevators in a 3-story building, will require that the 2nd-floor slab be removed under the elevator — even so-called pitless elevators require some space under the elevator cab so that the cab floor surface lines up with the floor slab adjacent to it. This, along with all the other required work in the first floor of Rand (including a new mechanical room, structural modifications along the building perimeter, and the creation of new fire-rated doors and openings), will disrupt the operation of the Rand Hall shop, a College facility that has become extremely important to our teaching mission.

Wall insulation. By placing insulation on the inside of the existing masonry walls, the brick and concrete exterior materials will now be colder in the winter, and will not be able to dry out to the interior spaces. This makes them more susceptible to deterioration, mold growth, and other potential problems. Joseph Lstiburek has written about these issues in an article called Interior Insulation Retrofits of Load-Bearing Masonry Walls In Cold Climates. Putting insulation on the inside of a multistory building also guarantees that there will be thermal bridges at the intersecting floor levels, since the concrete- and steel-framed floor slabs interrupt the wall insulation and provide conduits for heat loss or heat gain (depending on the season). If a masonry building is to be insulated retroactively, it is far better to place the insulation on the outside. Not only are thermal bridges avoided, but — equally important — the thermal mass of the 12-inch-thick brick walls is taken advantage of to stabilize interior temperatures while increasing comfort in the space. All that thermal mass is wasted when it is separated from the interior spaces by a layer of insulation placed on the inside surface of the brick.

The architects explain that they wish to preserve the historic character of the building by intervening on the interior rather than the exterior surfaces. Two points should be mentioned regarding this decision. First, Rand Hall is not a particularly distinguished example of early twentieth-century brick-clad industrial/academic building, and was never placed on any official list of historically significant buildings. It was deliberately excluded from the “local historic district” designation that applies to the rest of the nineteenth-century Arts Quad buildings at Cornell; in fact, the University planned to demolish it entirely when they first created a program for Milstein Hall. That it was “saved” has more to do with a vision of sustainability that values the preservation of existing floor area, rather than a notion that the building itself was of historical significance.

Of course, this viewpoint can be challenged, and others may assess the historical significance of Rand Hall differently. But even if its value as a historical artifact is assumed, the architectural design contradicts this very assumption, and brings up the second point: not only are Rand Hall’s historically-specific industrial sash windows being removed and replaced with generic large glass panes, but a rather aggressive “hat” is being placed on the top of the building that radically transforms its character. To put this another way, such a hat would never be permitted on a historically-designated building such as, for example, Sibley Hall. That it is meant to be deployed on Rand Hall obviates any claim to the historical importance of that building, and betrays a cynical opportunism with regard to historical preservation in general.

Rand Hall's proposed "hat" would never be permitted on any other historically-important building (e.g., Sibley Hall)

Rand Hall’s proposed “hat” would never be permitted on any other historically-important building (e.g., Sibley Hall)

Cost. This project is so expensive that approximately $4 million still needs to be raised, in spite of the generous gift of $6 million from Mui Ho and several million dollars more promised by Cornell (under the guise of deferred maintenance, or some such thing). It is incredible that all this money and effort is being set aside for a project that is likely to become obsolete in a short period of time, if it isn’t already. I am not raising the issue of cost out of some misguided belief that architecture can be created without spending money — i.e., without spending more money than would otherwise be required for a bare-bones building. That being said, any client must weigh the money being spent on gratuitous architectural embellishment against the ephemeral benefits (if any) gained by such an expenditure as well as the opportunity costs foregone. The proposed scheme would undoubtedly be thrilling to behold, and creating and experiencing such thrills is certainly a part of the human project. Yet that hardly means that every building needs to embody such heroic posturing.

Even if one wanted to keep a library with physical books, the current “temporary” library on the third floor of Rand serves this purpose admirably. It is true that many of the collection’s books are housed off-site in an annex, but this is hardly an inconvenience. As a library user, I can attest to the ease of finding books in Cornell’s online catalog and placing “orders” for them (actually from any library on campus in addition to the library annex) that are then delivered directly to the Rand Hall circulation desk within a day or two if they aren’t already available in digital form. Because the books and periodicals that are used most often have been placed in Rand Hall and are not in the annex, any inconvenience is minimized. The idea of making a fetish of these physical objects by recreating some sort of nineteenth-century library stack condition when it is clear that books will increasingly be digitized — a tendency that has the potential of making the knowledge embedded in books accessible to all rather than restricted to an elite — this idea can only be characterized as reactionary and counterproductive.

Having said all this, the schematic plans prepared by Tschapeller are remarkable in one other important respect: unlike the plans for Milstein Hall, this schematic design proposal contains an extremely careful Code analysis which attempts to address my objections to the original (temporary) placement of the Fine Arts Library into Rand Hall. These objections had resulted in a determination by a NYS hearing board that the placement of the library in Rand was, in fact, noncompliant; Cornell then requested a Code variance which was granted in spite of my objections. Amazingly, the new schematic proposal actually adopts one of the suggestions that I made at the variance hearing — to construct a fire wall at the west end of Rand Hall and thereby to free Rand Hall from the constraints imposed on it by virtue of its ill-advised connection to Milstein and Sibley Halls. Now that a fire wall is being proposed, it is worth noting that, in their request for a Code variance, Cornell and its “experts” justified their request for the variance by claiming that precisely such a fire wall could not be built. Here is what I wrote about that contention in my official response (pdf) to Cornell’s variance request:

The petitioner describes the construction of Milstein Hall as having been “downgraded” by virtue of its connection to Sibley Hall and states that providing “a fire barrier” [the petitioner must mean “fire wall” here, since a “fire barrier” was provided] separating Sibley from Milstein Hall was rejected “because of concerns for the historic character of East Sibley.” First, to argue that fire walls were not provided out of concern for issues of historic preservation is disingenuous, irrelevant, and untrue. Fire walls were not provided because the architects for Cornell University, supported by City of Ithaca Code Officials, made the determination that fire walls were not required under Appendix K of the 2002 BCNYS.

Second, the implication that only a fire wall would have allowed Milstein and Rand Halls to be freed from the constraints imposed by Sibley Hall’s Type VB construction is simply untrue. Sibley Hall’s construction type can be changed at any time to Type IIIB by simply upgrading the sloping third-story exterior wood bearing walls so that they have a 2-hour rating (even using fire-retardant-treated wood framing per Section 602.3 of the 2010 BCNYS). While this would be inconvenient, it is hardly impossible – especially since the entire third floor of East Sibley Hall is currently vacant and slated for a substantial renovation.

Third, it was always possible to create a fire wall between Milstein and Rand Halls, neither of which have any historic designations (only Sibley Hall is so designated). Creating such a fire wall would have allowed Rand Hall to be considered a separate building of Type IIB construction, so that a proposed library occupancy on its third floor (or second floor) would have been compliant. That Cornell chose not to build such a fire wall between Rand and Milstein Halls, when it had the opportunity to do so, cannot be blamed on any alleged sensitivity to “historic character.”

Building Code problems. I mentioned above that the Tschapeller proposal attempts to address my objections to the placement of a library in Rand Hall, at least from a fire-safety perspective. There are, however, two serious Code problems that remain. The first problem is that a 2-hour fire wall is not sufficient in this context. Only if the entire building consisted of library (Group A-3) occupancy would the 2-hour fire wall work; however, this is not the case since the first floor of Rand Hall “is predominantly an industrial shop” (Tschapeller). Because such a wood/metal shop is clearly a Group F-1 occupancy, the Code exception pertaining to Group A and Group B occupancies — an exception that permits 2-hour fire walls — does not apply, and a 3-hour fire wall is needed. As I wrote in my official variance complaint (pdf also linked above), “Table 705.4 [in the 2010 NYS Building Code] applies to fire walls, and a fire wall constructed according to Table 705.4 would need a fire resistance rating of 3 hours, since its construction would be governed by the F-1 occupancy on the first floor of Rand Hall, for which note ‘a,’ allowing a 2-hour barrier for groups A and B (with Types II or V construction), does not apply.”

This is true even if the entire building is defined as nonseparated construction governed by the Group A-3 library occupancy, as proposed in the architect’s schematic design report. Section 508.3.2.1 of the 2010 Code (Occupancy classification) states that: “Nonseparated occupancies shall be individually classified in accordance with Section 302.1. Code requirements shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive applicable provisions of Section 403 [not applicable here] and Chapter 9 [fire sprinklers] shall apply to the entire building or portion thereof.” All that the nonseparated status accomplishes is to make it unnecessary to have a fire separation between the first floor and the library above and all that it constrains are allowable areas and heights “based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building…” The nonseparated status therefore does not eliminate the need to consider each occupancy type separately when considering the required fire-resistance rating of a fire wall. Rand Hall therefore cannot be considered as a separate building with its own construction type, unless a 3-hour fire wall is constructed.

This interpretation has been confirmed by James D. Connell, P.E., Team Leader, A & E Services, International Code Council, Inc. in an email sent to me dated April 20, 2015. The International Code Council (ICC) develops model codes and standards, including the International Building Code which serves as the basis for the 2010 Building Code of New York State. While their Code interpretation has no official standing in this context, it provides additional evidence that the logic underlying the architect’s Code analysis for the fire wall separating Rand from Milstein-Sibley Halls is flawed. The ICC opinion states: “A three hour fire-resistance-rated fire wall is required and,” in answer to my follow up question (“does Table 706.4 note ‘a’ permit a 2-hour wall, even with the F-1 occupancy…”) states unequivocally, “No.  Note ‘a’ in Table 706.4 does not apply to fire walls separating Group F-1 occupancies from other occupancies.  The vertical continuity of fire walls in Section 706.6 will require the 3 hour fire wall to extend full height.” It makes no difference whether or not the A-3 and F-1 occupancies are considered nonseparated uses.

The second Code problem concerns the mezzanine floors that are proposed for the 2nd and 3rd stories of the library occupancy. While the architects have been careful to design these mezzanines so that they conform to Code requirement limiting their aggregate area to no more than one half the area of the room or space in which they are situated, and while they have cleverly limited the number of interconnected stories to two (since mezzanines do not count as stories), they neglected to consider the requirement in Section 707.2 of the 2010 New York State Building Code that all floor openings must not only connect no more than two stories, but also must be “separated from floor openings and air transfer openings serving other floors by construction conforming to required shaft enclosures.” Mezzanines, while not counted as “stories,” are still counted as “floors”; therefore openings connecting any more than two such floors are not permitted unless protected by a shaft enclosure. [See this blog post from Feb. 28, 2017, for clarification of the mezzanine issue.]

This interpretation has been confirmed by Jason C. Toves, Technical Staff, Architectural & Engineering Services, Technical Services, International Code Council, Inc. in an email sent to me dated April 20, 2015 and in a phone conversation on the same day.

It should also be noted that this Code interpretation also applies to the mezzanine (entry bridge) level in Milstein Hall [see 4/22/15 update below], and renders the entire design concept for Milstein Hall — with its three interconnected floors — noncompliant. I had written about Milstein’s “Questionable mezzanine designation” in 2012.

[4/22/15 update] Actually, Milstein Hall’s mezzanine, although still “questionable,” isn’t overtly noncompliant because the 2002 Building Code of NYS, under which it was permitted, has a subtly different take on the story-floor distinction. The language in Section 505.1 of the 2002 Code is different from the language in later versions and states: “A mezzanine or mezzanines in compliance with this section shall be considered a portion of the floor below.” That appears to suggest that the Milstein mezzanine does not count as a separate floor which means in turn that only two floors are interconnected. Later versions of the Code have corrected this error by replacing the word “floor” with the word “story,” making it clear that the Rand Hall mezzanines (based on the 2010 Code) would be noncompliant, since they do count as separate floors. It should be noted that Milstein Hall is now nonconforming, and future changes may not be possible unless its mezzanine condition is somehow fixed.

[4/29/15 update] Here’s the image that Cornell uploaded to their twitter account, showing the four stack (floor) levels, all interconnected in violation of the 2010 Building Code of NYS.

Cornell posted this seductive image of the proposed library in Rand Hall (https://twitter.com/cornellaap/media) clearly showing the four stack levels (floors), all interconnected without shaft enclosures in violation of the Building Code

Cornell posted this seductive image of the proposed library in Rand Hall (https://twitter.com/cornellaap/media) clearly showing the four stack levels (floors), all interconnected without shaft enclosures in violation of the Building Code

[4/30/15 Update] The 2010 Building Code of NYS provides various ways to safely create openings between floors, enumerated in various exceptions to Section 707.2, which otherwise requires a shaft enclosure for all floor openings. The current schematic library design attempts to use exception 7, which permits openings between two stories, but also requires that those openings be separated from floor openings “serving other floors.” It is this latter requirement, listed as exception 7.6, that is not met in the current scheme.

There is, however, a way to preserve most of this scheme’s formal characteristics — not that doing so is a good idea, since this scheme, even aside from its fire safety issues, has many other problems described above — by utilizing one of the other exceptions in Section 707.2: specifically, exception 5 for atriums.

Once the opening in this space is evaluated and defined as an atrium on the basis of exception 5, it is no longer necessary to meet the requirements of exception 7 (which restricts interconnections among “floors”), and only the requirements for atriums, listed in Section 404 of the Code, need be satisfied. It turns out that such requirements are rather minimal because the proposed atrium opening only connects two stories. This is true because the mezzanine requirements in Chapter 5 are actually met and the mezzanine floors therefore do not count as stories. Two-story atriums need not satisfy the smoke control requirements of Section 909 that otherwise would require much additional modifications to the scheme.

Adjacent spaces (i.e., book stack floors) that would normally need to be isolated from the atrium opening by one-hour fire barriers are not required for any three floors (Section 404.5 exception), so that only one of the four stack levels would need some kind of separation from the open space. That’s it: exit access travel distance is limited to 200 feet in atriums (rather than 250 feet for normal sprinklered assembly occupancies), but other than that, no other fire-rated separation is required, and no smoke control systems are needed.

The proposed 2-hour fire-resistance-rated fire wall is still noncompliant, and would still need to be upgraded to a 3-hour wall, as described above.

More building safety issues in East Sibley Hall at Cornell

I’ve described numerous fire safety problems in Milstein Hall, an addition to Rand and Sibley Halls at Cornell University that was designed by Rem Koolhaas/OMA. While Cornell and its architects, along with the City of Ithaca Building Department, refused to acknowledge these problems until they were forced to, and continue to claim that nothing really serious was ever at stake, new building safety issues have emerged more recently, described in the video embedded below. The site for both of these issues is East Sibley Hall at Cornell: an exit sign pointing to a door that opens inward, and a noncompliant guard rail.

The case of the in-swinging door is puzzling on two counts. First, although the door isn’t required to be a legal exit, it’s not clear why it was designed (as part of the Milstein Hall project) to open inward, since such doors can be dangerous in a panic situation whether they’re legally required to open outward or not. Perhaps the architects were concerned that an out-swinging door would interfere with circulation patterns for an adjacent outside stair, also redesigned as part of the Milstein Hall project. This description of the 1942 Cocoanut Grove fire, in which 492 occupants were killed, shows that inward-acting doors can be deadly:

Other avenues of escape were similarly useless: side doors had been bolted shut to prevent people from leaving without paying. A plate glass window, which could have been smashed for escape, was boarded up and unusable as an emergency exit. Other unlocked doors, like the ones in the Broadway Lounge, opened inwards, rendering them useless against the crush of people trying to escape. Fire officials later testified that, had the doors swung outwards, at least 300 lives could have been spared. Many young soldiers perished in the disaster, as well as a newly married couple.

Second, it’s not clear why an exit sign pointing to this door was installed in the hallway of Sibley Hall, since it is not a legal exit, and is not required to be.

The case of the noncompliant guardrail is equally puzzling, since legal and compliant guards are neither hard to design, fabricate, or install. In this case, an existing stair with old fashioned and nonconforming guardrails was modified as part of a renovation of the third floor of East Sibley Hall for the Department of Architecture. Instead of replacing the guard at the top landing with a safe and legal one, a new guard was fabricated and installed that mimicked the dangerous conditions in the existing stair. As noted by the Centers for Disease Control and Prevention, millions of  children are injured or die annually because of things like inadequate guards [link updated May 4, 2017]:

Falls are the leading cause of emergency room visits for nonfatal injuries. 2.8 million children visited emergency departments for fall-related injuries in 2010; 40 percent of them were toddlers. On average, over 275,000 children suffer traumatic brain injuries annually from falls. Most of these fall-related deaths and injuries are predictable and preventable.

Increase amount and use of protective devices. For example, review building codes to ensure construction that limits fall hazards (e.g., requiring handrails in all stairwells and American Society for Testing and Materials-compliant window guards for windows on second story or higher).

In any case, Cornell fixed both the exit sign and the guard rail within a few days after I alerted them to the problems. Given the torturous history of prior building safety issues involving Milstein, Rand, and Sibley Halls, and in spite of the fact that serious mistakes are still being made, I take this as a sign of progress.

How the Crit Room and Room 261 E. Sibley got their exits

As Milstein Hall — part of Cornell University’s growing collection of buildings by Pritzker Laureates* — continues to crumble, crack, delaminate, effloresce, and otherwise betray its designers’ indifference to the actual matter** of building, Cornell is slowly addressing some fire safety problems that were an integral part of Milstein’s design legacy. Below are two videos that explain how the Crit Room in Milstein Hall and Room 261 in adjacent Sibley Hall got their second fire exits.

*Cornell’s collection of buildings by Pritzker Laureates includes — in order of appearance — Gordon Bunshaft’s Uris Hall, I.M. Pei’s Johnson Museum, James Sirling’s Schwartz Center for the Performing Arts, Richard Meier’s Weill Hall, Rem Koolhaas’s Milstein Hall, and Thom Mayne’s Gates Hall.

** I use the term “matter” in the following sense: “We consider that an Edifice is a Kind of Body consisting, like all other Bodies, of Design and of Matter; the first is produced by the Thought, the other by Nature; so that the one is to be provided by the Application and Contrivance of the Mind, and the other by due Preparation and Choice. And we further reflected, that neither the one nor the other of itself was sufficient, without the Hand of an experienced Artificer, that knew how to form his Materials after a just Design.” From the preface to Alberti’s On the Art of Building, printed by Edward Owen, London, in 1755 (a translation of the original text from 1485) and accessed online 3/15/15.

More icicles — this time hovering over Klarman Hall

It’s been a record-breaking cold February here in Ithaca, and icicles seem to be appearing at the eaves of many campus buildings, including Goldwin Smith Hall. This is of interest because the building just received a new slate roof as part of a major construction project that includes the addition of Klarman Hall. One wonders if this situation will be remedied by the installation of roof insulation, or whether it represents a willful neglect of energy conservation in the interests of expediency. I guess we’ll know next winter, after Klarman Hall is completed.

One more glass box touted as a sustainable design (LEED Platinum, no less!), with photos of icicles all around Goldwin Smith Hall taken in Feb. 2015.

One more glass box touted as sustainable architecture (LEED Platinum, no less!), contrasted with photos of icicles all around Goldwin Smith Hall taken in Feb. 2015 (Klarman Hall collage assembled from Cornell’s website; icicle photos by J. Ochshorn).

Aside from the energy concern, one also wonders what happens when such icicles (assuming that their existence is not threatened by some serious attention to energy conservation measures in the old building) fall on the skylights of Klarman Hall. Modern glazing is specified so as not to shatter or crack under such impact loads, but it still could be a tad disconcerting for those enjoying the heated spaces below when these large shards of ice crash onto the skylights. The plan below shows that the line of the eaves of Goldwin Smith Hall extends over the skylit spaces of Klarman Hall.

Plan of Klarman Hall (https://as.cornell.edu/klarman-hall/) showing that the eaves (with icicles) extend over the glazing of Klarman Hall

Plan of Klarman Hall (https://as.cornell.edu/klarman-hall/) showing that the eaves of Goldwin Smith Hall  (with icicles) extend over the glazing of Klarman Hall

It’s always interesting to see how Cornell presents its sustainable buildings to the public, in this case advertising Klarman Hall’s “cutting-edge environmental technologies” (accessed 2/27/15). These technologies include the following:

“Occupancy and daylight sensors to reduce the demand for electric lighting.” This is a proven technology that should result in some energy savings, but has nothing to do with the architectural design. In other words, it is always possible to make an energy-inefficient design less energy-inefficient by using advanced technological systems, but such a strategy allows architects to continue behaving badly (“Basically, the current green and sustainability craze can be summed up as architects and engineers behaving badly.”). Also, a word of caution about daylighting assumptions: “…it is common to assume that if the target illuminance is met 80 percent of the time over 50 percent of the floor area, then the electric lights will not be used over this floor area. This is assumed to be a nearly 50 percent saving in lighting energy use. The reality of many offices is that they have blinds for times when the light from outside is too bright, and these are not adjusted because it is easier to switch on and off the lights. It is also common to find that the lights are on when the daylight is well above the target level.” (Michael Donn, “BIM and the Predesign Process: Modeling the Unknown,” Karen Kensek and Douglas Noble, eds., Building Information Modeling: BIM in Current and Future Practice, Wiley, 2014, p.152)

“Extensive green roof systems on top of the office blocks to reduce heating and cooling needs.” Green roofs do not reduce heating and cooling needs, unless one ignores the (cheaper) alternative of using insulation to replace the engineered soil media characteristic of such roofs. In fact, conventional rigid insulation works much better than “green roof” material to reduce heating and cooling loads. It should also be noted that an extensive green roof is more or less equivalent to painting the roof green: sedums will be planted in less than 3 inches of an engineered “soil” medium (that looks more like gravel than actual soil); this is just decoration rather than a serious effort to reduce storm water flows during major rain events or to increase bio-diversity on campus. To accomplish such things, a so-called intensive green roof — heavier and deeper than the one being built — would be necessary.

“High performance glazing and optimized shading over the atrium to reduce solar heat gain.” This is quite brilliant: first create an energy-inefficient and uncomfortable glass box, and then buy really expensive glazing and shading devices so that it is not quite as as energy-inefficient and uncomfortable as it would have been otherwise. Such is the state of sustainable design at Cornell.

“Light wells to allow daylight to penetrate the office block interior.” Possibly a good idea and possibly not. Would modern LED lighting for the offices use more or less energy than what is lost 24/7 by the thermally-inefficient glazing that brings in the light? Only a number-crunching exercise reveals whether this actually is a useful idea.

“A heat recovery unit to recapture heat energy from the return air system in the offices.” Seems like a good idea, but has nothing to do with the architectural design.

“A radiant floor system in the atrium to provide heat.” And how much heat is required during our long Ithaca winters when so much of the the enclosure system consists of thermally-inefficient glazing? Is this really supposed to represent a sustainable (energy-efficient) strategy?

“Variable air volume (VAV) technology to provide energy efficient ventilation.” Fine. Compared to fixed volume systems, VAV systems are more energy-efficient. Still, this says nothing about the underlying strategy of building a glass box that not only receives overhead and southern sun in the summer (requiring considerable mediation by HVAC systems) but also exposes a considerable surface area of glazing to the cold winter weather.

“Chilled water from the campus’ lake source cooling system to reduce cooling requirements.” No, this doesn’t reduce cooling requirements, but rather makes the required cooling less expensive by using cold water from Cayuga Lake instead of using electricity to run chillers. Cornell gets lots of LEED points for all of its “sustainable” building projects by using chilled water from its lake source cooling facility. This, of course, has nothing to do with the architectural design of the building, and raises other questions about the environmental impact on Cayuga Lake.

“Chilled beams to provide energy efficient heating and cooling to the offices.” OK. Good idea. But again, this has nothing to do with the architectural design of the building.

Icicles at Gates Hall

[updated below] It’s been quite cold in Ithaca this February, but that alone would not explain the presence of icicles in the middle of the soffit at the entrance of Gates Hall, the new computer science building at Cornell designed by Thom Mayne and Morphosis.

Could be a busted pipe — a fire sprinkler pipe burst at Richard Meier’s Weill Hall at Cornell a couple of years ago — or even leakage of warm humidified air from the space above. Don’t know yet, but will try to find out the cause.

[Update: Feb. 16, 2015] Facilities managers at Cornell, in response to my inquiry, have told me that the problem originated with a frozen/broken secondary roof drain pipe — this pipe presumably started off (and was poorly insulated) above heated interior space, and then moved into unheated space, where the melted snow from the roof froze again, causing the pipe to fail.

My Calculator

My old calculator recently showed up in a Dept. of Architecture hallway exhibit of faculty “accessories”:

Here’s the text: “I’m interested in the relationship between technology and design. Increasingly, I’ve become more and more convinced that design practice and pedagogy, abstracted from contemporary technological paradigms, are complicit in an ongoing epidemic of nonstructural building failure. The calculator, which I purchased around 1988 when I first started teaching at Cornell, counters the never-ending circus of architectural expression with an attention to the real forces that impinge upon such heroic fantasies.”