-
The bar has been raised
You will not earn this prerequisite using standard fixtures that only comply with the federal EPAct 1992. This prerequisite, first introduced in LEED 2009, raises the bar significantly. All projects must now reduce potable waterPotable water meets or exceeds EPA's drinking water quality standards and is approved for human consumption by the state or local authorities having jurisdiction; it may be supplied from wells or municipal water systems. use by at least 20% as a prerequisite, whereas earlier versions of LEED awarded a point for a 20% reduction. The baseline against which water savings are measured has also become more demanding. The LEED 2009 baseline for...
Step-by-step credit help
Got the gist of the LEED credit but not sure how to actually achieve it? LEEDuser gives step-by-step help. Members get:
- Checklists covering all the key action steps you'll need to earn the credit.
- Hot tips to give you shortcuts and avoid pitfalls.
- Cost tips to assess what a credit will actually cost, and how to make it affordable.
- Ideas for going beyond LEED with best practices.
- All checklists organized by project phase.
- On-the-fly suggestions on useful items from the Documentation Toolkit, Resources, and Credit Language.
-
Credit language straight from USGBC
Need to check up on the exact LEED credit language from the LEED Rating System on the fly? LEEDuser includes the verbatim language. Members get:
- Easy access to the official LEED credit language with just a couple of clicks.
- On the jobsite without your bulky LEED Reference Guide? Check up on the credit language details here.
- Credit language content is used by permission of the U.S. Green Building Council.
Your credit-by-credit reference library
Why waste time chasing down referenced standards and supporting resources when LEEDuser links you directly to the ones you need? LEEDuser has gathered all the best tools out there and organized them by credit for easy reference. Members get links to:
- Organizations that can give information or help on a credit.
- Standards or studies that are key reference points for credits and prerequisites.
- Articles that help explain important topics.
- Key documents or references for credit inputs.
- Software tools you can use to run calculations or simulations.
Documentation Toolkit
In the end, LEED is all about documentation. LEEDuser’s Documentation Toolkit saves you time and helps you avoid mistakes with:
- Calculators to help assess credit compliance.
- Tracking spreadsheets for materials purchases.
- Spreadsheets and forms to give to subs and other team members.
- Guidance documents on arcane LEED issues.
- Sample templates to help guide your narratives and LEED Online submissions.
- Examples of actual submissions from certified LEED projects.
Member Sign In
Not a member yet? LEEDuser membership gives you access to all credit tips, checklists, documentation samples, and more.




48 Comments
20% not a gimme any more
Not sure if anyone noticed but the new WE prereq now uses 0.5 gpm for the baseline of restroom lavatories. This will make the mandatory 20% savings more of a challange. These are my calcs on the new baseline based on default use rates.
NA% - low-flow lavatory
0% - ultra low-flow lavatory
5.5% - low-flow shower
1.6% - low-flow kitchen sink
15.7% - low-flow WC
12.6% - dual flush WC
50.2% - composting toilet
7.8% - low-flow urinal
13.7% - ultra low-flow urinal
15.7% - waterless urinal
Since owners seem to hate waterless urinals to the point that I've seen them removed from a LEED building less then 1 year after occupancy I'm going to guess that the most common strategy for getting 20% water savings now will be low-flow urinals and dual flush wc for a total savings of 20.4%. Not too difficult.
I don't see how the 30% point is possible without the pint or waterless urinal and the 40% point will need the composting toilet. Unless I've missed my math. Or use of a grey water system can get the points. This might just spur more use of grey water systems.
Nadav Malin replied President, BuildingGreen, LLC Aug 11 2009
Great info here. I'm curious whether your dual-flushA type of water-saving toilet that gives a choice of flushes depending on the type of waste solid or liquid. WC is based on a residential 1.6/0.8 gpf or commercial 1.6/1.1 gpf rates.
Dave Intner replied Firmitas Architecture & Planning Sep 16 2009
I believe that you can get better savings with lavatory faucets if they are metering faucets (manual-on, auto-off as most new public lavs are nowadays); the standard given there is 0.25 gallons per cycle. Toto faucets, as an example, use 0.09 gallons in a 10-second cycle.
Tristan Roberts replied Editor – LEEDuser, BuildingGreen, LLC Sep 16 2009
Do you have any data or calculations on this, Dave, or anyone? Published studies have tended to show that fixtures with sensors use more water on average than those without.
Brenden McEneaney replied Green Building Program Advisor, City of Santa Monica Sep 17 2009
It is certainly more challenging, but it also can strongly depend on your occupant types. In a hotel project, you'll find that showers dominate water use (at least, the water use that's considered in LEED...). If you've got a lot of students/visitors, waterless urinals have a more significant contribution.
1.5 or 1.6 gpm showerheads are out there and are good.
For a typical office building, you might also go to the 1.0 gpf pressure-assist toilets. That makes 3.0 gal/day for female users vs. 3.2 with regular dual flush or 3.8 for commercial dual-flushA type of water-saving toilet that gives a choice of flushes depending on the type of waste solid or liquid.. But it's still not 40% at the fixture level so you need to make up for it with the urinals.
I wonder where the occupant usage rate data originally came from. It seems like this might be an area for future research by USGBC to test and verify these assumptions, since they are the foundation for the indoor water usage estimates.
Dave Intner replied Firmitas Architecture & Planning Sep 24 2009
Tristan- I don't have any calculations, but the Toto product data sheet is available here: http://admin.totousa.com/Product%20Downloads/SS-00420,%20TEL3%285%29GS,%... . As I found out after a recent punch-list walk, the .09 gp/cy model is no longer available; its replacement model is a 0.17 g/cy. I should note that I have no particular affinity for Toto; it's just the only one I've found so far (in my admittedly limited research) that quantifies both flow rate and gallons per cycle on its data sheet. I'm sure there are many others.
I'd be curious to see the studies you reference about fixtures with sensors using more water (can you post some links?); if true, then it would appear the USGBC has it backwards by encouraging a preference for metering faucets in the new credit requirements.
Jean Marais replied b.i.g. bechtold INGENIEURGESELLSCHAFT MBH Sep 29 2009
I also made some rudimentary calcs and get to 20,8% possible savings using some German industry water saving features. This let's me believe that other than having a grey water system or using non-convensional means, getting to 30% is not possible. Almost like it should fall into Exemplary PerformanceIn LEED, certain credits have established thresholds beyond basic credit achievement. Meeting these thresholds can earn additional points through Innovation in Design (ID) or Innovation in Operations (IO) points. As a general rule of thumb, ID credits for exemplary performance are awarded for doubling the credit requirements and/or achieving the next incremental percentage threshold. However, this rule varies on a case by case basis, so check the credit requirements., i.e. more than high performance.
Hospital Baseline
I'm trying to figure out a baseline water use for a hospital.
Seema Pandya replied Senior Consultant, YRG sustainability Aug 13 2009
I would start by defining your user groups and what fixtures they will be using.
For example, if you have 100 patient rooms and all of them have the same type of sink and a private restroom fixtures, you could define the patients as one user group. You would then run the use calculations for each fixture in that user group at the conventional EPAct rates.
* 50 men using the toilet 3 times a day x 1.6g/f (this would change to 2 urinal uses and 1 toilet uses if your design case had a urinal)
* 50 women using the toilet 3 times a day x 1.6g/f
* 100 people washing their hand in the sink every time they used the restroom 3 times a day x 0.5 g/l
Another user group would might be the nurse station, etc. You would run the base case water uses for each user group.
Mara Baum replied Sustainability Coordinator, Anshen + Allen Architects Oct 15 2009
Although I haven't seen the v3 credit template for this (are samples available for download?), if it is similar to v2.2, then patients are considered residents; staff (nurses, doctors, etc.) are considered FTEs and family are considered transient visitors. This gives the standard fixture use rates. Challenge 1 is that FTEs can be very hard to pin down for a single building that is a part of a larger hospital campus, and that family numbers are just estimates. Challenge 2 is that staff wash their hands many, many times more than the basic LEED rates; there are estimates of up to 12x per hour -- yes, hour -- though I think that is high for most circumstances. Challenge 3 is that some regions have flow rates dictated by code that are different than the EPAct rates. Challenge 4 is that any product with aeration is prohibited for infection control purposes; only laminar flow products are permissible, and there are fewer of them available. Challenge 5 is that very low flow faucets (like the ones required) can potentially take a long time to get to hot, depending on how the hot water loop is set up -- this is a big problem for surgeons and others. (These are just a few of the challenges... are you excited yet?) A lot of hospital projects have shied away from this v2.2 credit given the challenges, but that won't be an option any more. Good luck.
Mara Baum replied Sustainability Coordinator, Anshen + Allen Architects Oct 15 2009
p.s. I gave a webinar for H2E on plumbing fixture selection for healthcare in 2008 -- you can download the slides from http://www.h2e-online.org/teleconferences/ConferenceDetails.cfm?Date=200... (scroll down)
Sherry Bonelli replied LEED Project Manager/Consultant, BudSprout LLC -- SucceedAtLEED.com Jan 05 2010
Hi...
For anyone who's interested, I have posted a PDF of WEP 1 Credit Teamplate on my site so you can see what information is contained on the template:
http://succeedatleed.com/?page_id=307
Good luck!
Sherry Bonelli, LEED Green Associate
www.SucceedAtLEED.com
Briana Sprague replied LEED Review Team Leader, NSF International Feb 15 2010
I still have issues about Mara's 2nd challenge from above: "Challenge 2 is that staff wash their hands many, many times more than the basic LEED rates; there are estimates of up to 12x per hour -- yes, hour -- though I think that is high for most circumstances."
In NCv2.2 CIR dated 2/1/0/09, exam room sinks were designated as process usage. This issue is not addressed in the LEED-BD&C 2009 Ref. Guide (maybe I am missing it) and the CIR not longer applies.
What do we do with the exam sink usage for the 2009 rating systems?
Thanks!
Briana
Mara Baum replied Sustainability Coordinator, Anshen + Allen Architects Feb 15 2010
Briana, I'm not sure which you have an issue with: that staff wash their hands so many times, or how to deal with the sinks that they use in LEED. The first issue is definitely debatable, and depends a lot on individual facility culture. In theory, staff are required to wash hands between patients, and they often see up to 12 patients per hour. However, some facilities push gels in liu of washes (lots of opinionated backstory here...), and at others the patient count may be lower.
As for how to qualify the sinks used for handwashing, I think it depends on the circumstances. In theory, any sink in a hospital outside of public or staff restrooms could be considered clinical. However, in many buildings the bulk of those sinks are only or mostly used for handwashing, over and over again. In v 2.2, I had heard of projects that included sinks only or primarily meant for handwashing in the LEED calcs -- for example, sinks between corridors and patient rooms. Exam room sinks, which are often used for many things, would (as the CIR states) be considered process. All of these areas are somewhat gray, and I can definitely agree with arguments on both sides, depending on the situation.
As for LEED 2009, I don't think any of us can do much other than guess, though I definitely encourage anyone who hears more to share their interpretations with the LEED User community.
GBCI Candidate Handbook
Can anyone explain how they get to the answere for
http://www.gbci.org/ShowFile.aspx?DocumentID=3671
in the GBCI Candidate Handbook - 3) Preparing for the Exam - Question 2?
I've tried this with the default fixtures in table 2 and 50 male 50 female and 172 days per year gives the closest answere (also including default times of 15sec and 300sec sinks and showers.
NC-Comercial Baseline - JM
"Volume/FTEFull-time equivalent (FTE) represents a regular building occupant who spends 8 hours a day (40 hours a week) in the project building. Part-time or overtime occupants have FTE values based on their hours per day divided by 8 (or hours per week divided by 40). Transient Occupants can be reported as either daily totals or as part of the FTE. Residential occupancy should be estimated based on the number and size of units. Core and Shell projects should refer to the default occupancy table in the Reference Guide appendix. All occupant assumptions must be consistent across all credits in all categories./day
(gal)" FTEs Days per year "Volume/year
(gal)"
172
4,8 50 41280
1,6 50 13760
0
0 50 0
2 50 17200
0
0,375 100 6450
0
0
1,25 100 21500
0
0
0,55 100 9460
Total Volume per year (gal) 109650
Keith Amann, YRG sustainability replied Consultant, YRG sustainability Sep 21 2009
Jean, this question is referring to WEc2 "Innovative Wastewater Technologies," where the baseline only includes water closets and urinals. Therefore, you would not need to adjust flow rates and durations of sinks and showers. The following shows the correct calculations for the baseline case of WEc2 with 100 occupants and default of 260 annual work days:
1. Water Closet (male)- 1 daily use x 1.6 gpf x 50 occupants= 80 gallons
2. Water closet (female)- 3 daily use x 1.6 gpf x 50 occupants= 240 gallons
3. Urinals- 2 daily use x 1.0 gpf x 50 occupants= 100 gallons
80 + 240 + 100= 420 gallons per day x 260 days/year= 109,200 gallons/year
Regional credit threshold
So, the regional credit threshold that's listed as: "WEc3 (75%)"... Does this require achieving 3 of the 4 WEc3 points, i.e. 75% of the points? Or does it require 75% lower water use? Lowering water use by 75% seems near impossible to me, if composting toilets only gets you to 50% reduction??
Joshua Radoff replied Principal, LEEDuser Primary Author, YRG sustainability Sep 17 2009
Ivy,
Where are you seeing this regional credit threshold? Is this something that is zip code specific? If so, what zip?
Josh
Joel Ann Todd replied Independent Consultant Oct 08 2009
Which rating system and region (zip code)?
Water Conservation - in general
I am working on an existing museum building and we are documenting all water coming in, all water going out, and all water falling on the buillding or the site. One of the major water demands (potable waterPotable water meets or exceeds EPA's drinking water quality standards and is approved for human consumption by the state or local authorities having jurisdiction; it may be supplied from wells or municipal water systems.) is for cooling water. We can capture the condensate from the system, but the net water used in cooling is more than the total interior demand from all fixtures.
Where is this water accounted for in water conservation? It is not in interior conservation, stormwater, or efficient landscaping. Given that it is not in these credits, it appears that we do not have to consider cooling water demand in the requiremnts for achieving credits.
Any thoughts?
Nadav Malin replied President, BuildingGreen, LLC Sep 29 2009
If you're using LEED-NC then you're right, there is no credit for reducing cooling water use (although there is precedent for getting innovations points for it in previous versions of LEED-NC). I believe that NC doesn't address this simply because in the early days of LEED we were unable to establish a fair baseline from which to compare a project's design and award points.
But you say that this is an existing museum--does that mean it's apply for EBOMEBOM is an acronym for Existing Buildings: Operations & Maintenance, one of the LEED 2009 rating sytems. certification? In that case, there is WE Credit 4: Cooling Tower Water Management, which includes a point for minimizing water use and another for using a nonpotable waterNonpotable water: does not meet EPA's drinking water quality standards and is not approved for human consumption by the state or local authorities having jurisdiction. Water that is unsafe or unpalatable to drink because it contains pollutants, contaminants, minerals, or infective agents. supply.
Joel McKellar replied Research, LS3P ASSOCIATES LTD. Feb 15 2010
You can likely submit credit from the EB systems for an ID point in LEED-NC or CS and it's not covered elsewhere.
Water Conservation in General
In our case, if the museum decides to get certified, we will use EBOMEBOM is an acronym for Existing Buildings: Operations & Maintenance, one of the LEED 2009 rating sytems.. I am concerned with the total water cooling demand for new construction when I find an example of cooling water demand about 50% greater than all interior demand and it is not being addressed. I don't have any suggestions for how it can be done, but wanted the perspective of others. Thank you for your response.
Bill Swanson replied Oct 06 2009
You could always try for an innovation design credit. Just document the water savings is equivalant to this credit. Potable saved is potable waterPotable water meets or exceeds EPA's drinking water quality standards and is approved for human consumption by the state or local authorities having jurisdiction; it may be supplied from wells or municipal water systems. saved. I doubt the review team will reject it if your numbers add up.
WEc3 new vewsion calcs
I'm looking to run some preliminary calcs for a v3 project that is not yet registered and sample templates are not yet available at GBCI. Anyone have a water use calculator that is formulated with the new baseline requirements so i can see where we site % wise?
Bill Swanson replied Oct 06 2009
See my first post for some estimates. You don't need a template to calculate the values. But if you want to use one then just modify the v2.2 template.
Template WE prerequisite and credit 2 and 3
When analyzing the new templates for WE prerequisite and credits 2 and 3 it was observed that the calculation methodology differs at some points from the previous one on LEED NC v2.2 and LEED CS v2.0.
For flow fixtures (faucets, showers) the cycle duration is fixed. However, there are companies that set different cycle durations for the product optimal use.
Is it acceptable to calculate the flow rate using a correlation based on different cycle durations? For example, it is installed a 10 second-cycle 0,5 gpm lavatory faucet. On the template the fixed cycle duration for lavatory faucets is equal to 15 seconds. Thus considering the cycle duration of 15 seconds the installed faucet flow rate will be 0,75 gpm.
How should we procedure in such kind of situation?
Best regards.
Tristan Roberts replied Editor – LEEDuser, BuildingGreen, LLC Dec 03 2009
Wagner, the USGBC document Shannon references below answers your question, I believe. To quote from the last page of it:
"When using a metering (or autocontrol) faucet, please select the Metering Lavatory fixture in the Fixture Type pull-down menu of the Table. Flow Fixture Data.
"The Baseline case flow rate for a metering faucet is .25 gallons per cycle (gpc). Since the flow rate is measured in gallons per cycle, the duration is not necessary. The “Installed” flow rate must also be entered in gallons per cycle."
USGBC provides additional guidance
The USGBC just posted a new document providing additional guidance on WEp1 and WEc3. This document covers fixture groups, daily use calcs, dual flush flow rates, and autocontrol faucets. Link here: http://www.usgbc.org/ShowFile.aspx?DocumentID=6493
Dave Intner replied Firmitas Architecture & Planning Dec 09 2009
Thanks for posting this link, Shannon; I had been somewhat vexed as to how USGBC intended for us address metering faucets, and this helps clear it up quite a bit.
LEED v3 Online - WEp1 and WEc3 - No Account for Grey Water Usage
I received this response:
"Issue: The pdf Submittal Templates WEp1 and WEc3 have no fields to enter the amount of water reuse from grey water systems. See p199 of the User Guide.
Resolution: Unfortunately the WEp1/WEc3 forms do not include calculations for use of nonpotable waterNonpotable water: does not meet EPA's drinking water quality standards and is not approved for human consumption by the state or local authorities having jurisdiction. Water that is unsafe or unpalatable to drink because it contains pollutants, contaminants, minerals, or infective agents. at this time. However, you may use the Alternative compliance path (in the Additional Details section) to submit a narrative description of the alternate water source, documentation and calculations showing the nonpotable water system is sufficient and the amount of additional water savings.
The use of non-potable water for WEp1/WEc3 is still under consideration by USGBC and any changes will be reflected in future Reference Guide addenda and/or revised LEED Online forms (available via upgrade) as applicable. "
The interesting part was the last part...the documentation as it stands obviously creates a system where I can get supper duper saving using grey water even if my fixtures are rubbish.
This would still create loads of waste water to process, and does not meet the intent, which is not the reduction of just potable water ("To increase water efficiency within buildings to reduce the burden on municipal water supply and wastewater systems.").
However ("Effective ways to reduce water use include installing flow restrictors and/or reduced flow aerators on lavatory, sink, and shower fixtures; installing and maintaining automatic faucet sensors and metering controls; installing low-consumption flush fixtures, such as high-efficiency water closets and urinals; installing nonwater fixtures; and collecting rainwater.") the baseline and design calculation documentation only cares about potable water reduction.
A further frustration is that the number of people FTEFull-time equivalent (FTE) represents a regular building occupant who spends 8 hours a day (40 hours a week) in the project building. Part-time or overtime occupants have FTE values based on their hours per day divided by 8 (or hours per week divided by 40). Transient Occupants can be reported as either daily totals or as part of the FTE. Residential occupancy should be estimated based on the number and size of units. Core and Shell projects should refer to the default occupancy table in the Reference Guide appendix. All occupant assumptions must be consistent across all credits in all categories. and fixture count is TOTALLY stupid. The only implication of importance is the male / female split as it shifts the weighting of the PERCENTAGE saved by certain fixtures. If I save 10000000000 gal per year or 1, it does not matter! What matters is the % improvement against the baseline. I've done the entire calculation without needing to input the number of FTE and come to the same percentage of savings. All the importance placed on the FTE calculations confounds me.
WEp1 Credit Template -- Take a Look
Hi...
For anyone who's interested, I have posted a PDF of WEP 1 Credit Template on my site:
http://succeedatleed.com/?page_id=307
Good luck!
Sherry Bonelli, LEED Green Associate
www.SucceedAtLEED.com
Average Daily Transient
Hi,
We have a student housing project in FL.
How to calculate the average daily transient number?
Mara Baum replied Sustainability Coordinator, Anshen + Allen Architects Feb 15 2010
Most of the people who spend time in student housing are people who actually live there, so the transient number is likely to be relatively low. I would speak to the college or university housing office to try to pin down an estimated number. Be up front about this issue, the discussion with the housing office and all assumptions or other ways of thinking in the credit template narrative. In many circumstances guessing transient numbers is an exercise in estimation -- just be honest about it.
Pressure of faucets
Hi everybody,
I´ve already filled out the template, but I´ve a doubt. In the design building we have installed faucet with a min pressure of 7.25 psi, max pressure of 21.76 psi and 1.59 gpm.
The Baseline building has 2.2 gpm and 60 psi.
Should I consider also in the Design building a pressure of 60 psi? Or the pressures can be different?
Thank you in advanced.
Pietro.
Bill Swanson replied Feb 26 2010
Yes, at 60 psi. I remember reading a CIRCredit Interpretation Ruling. Used by design team members experiencing difficulties in the application of a LEED prerequisite or credit to a project. Typically, difficulties arise when specific issues are not directly addressed by LEED information/guide asking about gpm at different psi for some multistory dorm building. The response was that you had to use the gpm value at a standard psi for all fixtures which I think was 60 psi.
Bill Swanson replied Feb 26 2010
here's the wording of the actual CIRCredit Interpretation Ruling. Used by design team members experiencing difficulties in the application of a LEED prerequisite or credit to a project. Typically, difficulties arise when specific issues are not directly addressed by LEED information/guide ruling.
8/27/2004 - Ruling
[Note: this ruling was revised on 9/1/04.]
The underlying assumptions used for calculating projected water use savings should remain consistent between the baseline and design case. Supply water pressure varies across the United States and within individual buildings (as you note in your inquiry). Flow rates at 80 psi are used for the calculations in this credit for consistency and to reward use of efficient fixtures. It is recommended that all projects use the flow rates reported by the manufacturer at 80 psi for comparison with the Energy Policy Act of 1992 flow rates. If you wish to use on-site tests to report the most accurate volume of water use, you must be consistent throughout all fixtures and test both baseline and design fixtures. It is not acceptable to use flow rates at 80 psi for some fixtures and actual flow rates for other fixtures. Measurement can also be used to account for the benefits of whole-building strategies, e.g., flow restrictors at the water service entrance.
Faucets at Gallons per Cycle vs. Gallons per Minute
It seems to me that there is a large discrepancy in the baseline for gallons per minute versus gallons per cycle.
The LEED Online template states "When using the metering lavatory faucet, please convert all flow rates in gallons per minute (GPM) to gallons per cycle (GPC) based on duration from the product specifications. Provide a narrative or calculations to support the installed flow rate."
A .5 GPM aerator evaluated in gallons per minute is right at the baseline for public lavs. However, that very same aerator metered with an automatic sensor at a standard duration of 10 sec. uses water at a clip of .083 GPC (at 0.5GPM x 10sec/60min), which is only 33% of the metered faucet baseline.
This is a critical question for a health care TI project that we are pursuing as a LEED-CI. Due to concerns about bacterial growth, the state health regulations (OSHPD) prohibit any aerators except for laminar flow type, which bottom out at about a 1.5 GPM flow rate (i.e. there is no .5 GPM faucet we can legally use in this application). This is triple the LEED GPM baseline. However when metered with automatic controls on a 10 second cycle, it hits right at the .25 GPC baseline for metered faucets (at 1.5GPM x 10sec/60min). The faucet meter we've specified can be factory set for a cycle duration as low as 5 seconds (we have a manufacturer cut sheet to verify this); therefore the water use in GPC drops to 0.125.
It seems odd that an aerator which, evaluated in one compliance path, is three times over the baseline, but evaluated another way is half the baseline. And yet I can't see where either the math or the logic behind this is flawed. Obviously, this has a huge impact on our water calcs.
Does anyone out there have some insight that I might be missing, or is there truly that big a discrepancy between the two compliance paths?
Jean Marais replied b.i.g. bechtold INGENIEURGESELLSCHAFT MBH Mar 02 2010
I didn't check your math, but recently also spec'ed a metering faucet for 0.125 GPC which I rounded to 0.13. It could be that the baseline GPC of 0.25 is based on a much more realistic cycle time of 15 seconds or 12 seconds with autocontrol. 5 seconds is about 33% of 15 seconds.
Andrea Traber replied Director, Sustainable Buildings and Operations, KEMA Mar 05 2010
I wish I did have insight as to why the baseline methodology was changed to GPC, and I concur that you have in fact discovered a significant gap for this fixture type, we have too. One suggestion is to leverage your contact with your assigned review team, provided that your project is registered, and ask them to clarify the methodology, and ask if they are aware of the intent of the GPC calcs. Additional contact with USGBC LEED staff may be helpful. Yet another reason the CIRCredit Interpretation Ruling. Used by design team members experiencing difficulties in the application of a LEED prerequisite or credit to a project. Typically, difficulties arise when specific issues are not directly addressed by LEED information/guide process needs to come back!
Andrea Traber replied Director, Sustainable Buildings and Operations, KEMA Mar 09 2010
I inquired with GBCI and this issue has been identified as needing investigation. It will be presented to the WE TAGLEED Technical Advisory Group (TAG): Subcommittees that consist of industry experts who assist in developing credit interpretations and technical improvements to the LEED system., though I'm not sure of timing. The thinking is that there is a discrepancy in the baseline calculation methodology. Stay tuned and I will post if a clarification is announced.
Hannah Pham replied Mar 09 2010
Dave makes a great point and there is definately a discrepancy here! The .25 GPC baseline for metered faucets, when converted to GPM, equals 1.5 GPM (three times the baseline for public lavs). Perhaps the assumption is that, if the faucet doesn't shut off automatically, people will leave it running three times as long, therefore using three times as much water. I seriously doubt the accuracy of this type of assumption. As Tristan commented above, "Published studies have tended to show that fixtures with sensors use more water on average than those without." At least, if there is no conclusive evidence to the contrary, the baseline GPM should be the same for metered and non-metered faucets. This would also avoid a lot of confusion.
Tristan Roberts replied Editor – LEEDuser, BuildingGreen, LLC Mar 12 2010
We heard from TAGLEED Technical Advisory Group (TAG): Subcommittees that consist of industry experts who assist in developing credit interpretations and technical improvements to the LEED system. support staff on this question. They have been hearing the same question from several sources but don't have a ready answer. They also noted that based on the TAG's current schedule and workload, we may be in for a waiting game.
Dave Intner replied Firmitas Architecture & Planning Mar 12 2010
Shoot, that's a bummer they have it on the back burner. Depending on how they rule on this, it could be a six point swing for our project; possibly more. I wonder if submitting a formal CIRCredit Interpretation Ruling. Used by design team members experiencing difficulties in the application of a LEED prerequisite or credit to a project. Typically, difficulties arise when specific issues are not directly addressed by LEED information/guide would expedite it.
There is precedent within LEED for multiple analysis paths leading to different outcomes; for example, EAc1.1 (Lighting Power Density) in LEED CI 2009 allows you to use either a Space-by-Space Method or an overall Building Area Method. Same fixtures, same floor area, but potentially different results due to varying baselines.
Just sayin'.
Who says you cant get a
Who says you cant get a laminar flow gooseneck at 0.5GPM...??? They are available from multiple manufacturers
Neil Rosen replied Project Director, North Shore LIJ Health System Mar 17 2010
As an example, Zurn makes it, its not on their standard sheet but just spec it with plain end, flow control in base of spout and that you want 0.5 gpm.
Which manufacturers?
Neil,
I havn't been able to find any laminar flow goosenecks at 0.5GPM. If you know a specific manufacturer and model number, that would be very helpful.
Dave Intner replied Firmitas Architecture & Planning Mar 17 2010
That would be helpful to us, too, if you could point us to a couple, Neil. We have had similar trouble finding them at that flow rate.
Please register to use the forum.