The Secret Life of Roof Drains - BECOR The Secret Life of Roof... · Toronto Star, Tuesday, July...
Transcript of The Secret Life of Roof Drains - BECOR The Secret Life of Roof... · Toronto Star, Tuesday, July...
The Secret Life of Roof Drains
by
Ted Sheridan
The Secret Life of Roof Drains
by
Ted Sheridan
The Unassuming Roof Drain
The Link Between...
The Link Between...
Mother Nature
Human Nature
The Link Between...
Mother Nature
Human Nature
1. And the Skies Opened…
And the Skies Opened…
And the Skies Opened…
• Description of precipitation events:
• 1. INTENSITY
And the Skies Opened…
• Description of precipitation events:
• 1. INTENSITY
• 2. DURATION
And the Skies Opened…
• Description of precipitation events:
• 1. INTENSITY
• 2. DURATION
• 3. FREQUENCY
Precipitation and Climate Change
• Ontario has had the same precipitation design
criteria for the past 50 years!
• Updated marginally in 2010
DESIGN DATA NBCC 1961 NBCC 2010
1 day, 50 year return period (Ottawa)
90 mm 92-96 mm
15 minute, 10 year return period (Ottawa)
23 mm 23-25 mm
Precipitation and Climate Change
Toronto Star, Tuesday, July 10, 2013
“Monday's rains, measured at 126 mm for the day,
set an all-time record for Toronto Pearson Airport,
breaking a record that had stood for nearly 59
years. What's more amazing is that this new record
was set in just 7 hours, whereas the previous record
was set over 22 hours of rain, when Hurricane Hazel
hit the city on October 15, 1954.”
NBCC 2010 says 92 to 108 mm!
Roof Drainage – Designing at Cross Purposes
Roof Drainage – Designing at Cross Purposes
Retention on Roof
Evacuation off Roof
Roof Drainage – Designing at Cross Purposes
Retention on Roof
• Reduce development
impact
• Reduce pipe sizes
• Reduce pipe pressures
• Irrigate rooftop plants
Roof Drainage – Designing at Cross Purposes
Evacuation off Roof
• Reduce leak severity
• Reduce membrane /
insulation deterioration
• Reduce structural loads
• Comply with warranty
• Improve rooftop safety
Roof Drainage Design 101 - Loads
• Hydraulic Load (L) = 15 minute rainfall intensity
per NBCC (mm) multiplied by effective drainage
area (m2)
• Example:
Roof Drainage Design 101 - Loads
All this Area
Roof Drainage Design 101 - Loads
½ this Area
Roof Drainage Design 101 - Loads
None of
this Area
Roof Drainage Design 101 - Loads
Horizontal
Projection of this
Area (into gutter)
Drainage Design Aids
• Sloped structural deck
• Tapered insulation / crickets / saddles
• Drain at true low point (in sump)
• Multi-level drainage (grooved XPS or drainage
composite)
• OBC only limits slope in Part 9
Retention Design Aids
• Storage capacity in system (trays or mat)
• Absorption by growing medium
• Deliberate ponding / drain undersizing
• Flow control weirs
2. Close up and Personal with ArDee
Close up and Personal with ArDee
Roofer
Plumber
ArDee - The Early Days
• Roof drains are designed and specified in new
construction by mechanical engineers.
• Then they are among the first mechanical items
shipped to site, and are usually dumped
unceremoniously on the super’s doorstep and
get mistreated until the roofer arrives to install
them with his roof system.
• The roofer or roof consultant then complains
that the roof drain doesn’t have all the required
features – and fingers start pointing.
Anatomy of a Roof Drain
Sump
Receiver
Anatomy of a Roof Drain
Drain Bowl
Anatomy of a Roof Drain
Clamping
Ring
Anatomy of a Roof Drain
Strainer
Anatomy of a Roof Drain
Flow Control
Weir
Flow Control Weirs – Design Basis
• Have a published flow-height characteristic
• Allow flow to be limited but not really controlled,
since the height of water depends on
precipitation IDF
Flow Control Weirs – Design Basis
Anatomy of a Roof Drain
Ballast Guard
Anatomy of a Roof Drain
Anti-Backflow
Device
Anatomy of a Roof Drain
Underdeck
Clamp
Roof Drainage Design 102 – Inlet Capacity
• Note that there is no sizing of our friend ArDee
the roof drain – STRANGE SINCE A LACK OF
CAPACITY HERE WILL AFFECT DOWNSTREAM
FLOW!
• Drain inlet size is generally taken from the
designed size of the leader below
The Revenge of ArDee
• Are all 76 mm drains alike in their inlet flows?
Why isn’t this knowledge part of the design
process?
• Testing conducted by American Society of
Plumbing Engineers in 2011 found huge
differences in inlet performance
The Revenge of ArDee
ArDee’s Workplace Anxieties
• Roof drains have many duties, and therefore
many ways to fail:
• 1. Failure of anti-backflow seal
• 2. Failure of membrane flashing on drain flange
• 3. Blockage at inlet by debris
• 4. Hydrostatic pressure buildup due to head
• 5. Temperature or mechanical stresses
• 6. Condensation at underside of drain bowl
ArDee’s Workplace Anxieties
ArDee’s Workplace Anxieties
ArDee’s Workplace Anxieties
ArDee’s Workplace Anxieties
3. It’s All Downhill From Here (?)
It’s All Downhill From Here (?)
Design Tenets for Stormwater Drainage Systems
• Stormwater drainage systems are not expected
to be pressurized i.e. open channel flow in pipes
• Pipe connectors are not rated for high
pressures.
• Development agreements may limit rate and
amount of stormwater discharge –green roofs,
retention ponds and storage tanks are being
considered.
Roof Drainage Design 103 – Leaders and
Drains
• The Chezy-Manning equation
Roof Drainage Design 103 – Leaders and
Drains
• Sample Chart from National Plumbing Code
Roof Drainage Design 103 – Leaders and
Drains
• Use hydraulic load previously calculated to size
‘storm building drain or sewer’ (horizontal
element) using table in Plumbing Code – must
select a design slope
• Size ‘leader’ (vertical element) using table in
Plumbing Code
• Pipe sizes never decrease moving downstream –
hydraulic loads are additive
Issues in Building Stormwater Management
• The designer assumes that downstream
capacity is adequate -- not within his control
• Added downstream loads from new land uses,
building additions, system blockages
• Maintenance is underappreciated – camera
inspection and routing out are important
• No municipal connection = headaches
• Combined storm / sanitary lines
Stormwater System Failures
• Linear system – a lack of capacity at one
location affects everything upstream
• Standard plumbing connectors have limited
resistance to hydrostatic pressure – backups
are dangerous
• ‘Thrust Block’ issues at high flows
• Unexpected results to system pressurization –
backflow in fixtures such as standpipes, floor
drains, lower roofs
Stormwater System Failures: Example 1
• Large new expensive highrise condo on banks of
a major river in Toronto (sloped property)
• Development limits on discharge from sloping
site to river – build a cistern!
• Main lobby level one floor below street (grade
sloping back to river – rear walkout)
• Water collection cistern beside parking garage
at lobby floor level . Building storm drains run
along ceiling of lobby to empty in top of cistern
Stormwater System Failures: Example 1
Stormwater System Failures: Example 1
Stormwater System Failures: Example 1
• SO WHAT HAPPENED?
• Cistern filled up and backup continued
upstream, across horizontal line above lobby,
and up into vertical leaders
• 6 of 8 leader pipe connectors failed at
vertical/horizontal turn at ceiling of lobby.
• Massive flooding of lobby and common rooms in
floor below. 7-figure construction claim.
Conclusion
Conclusion
Conclusion