OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint -...

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John Straube 2005 61 University of Waterloo, School of Architecture Waterloo, Patio Waterloo, Patio Buffalo, NY Buffalo, NY John Straube 2005 62 University of Waterloo, School of Architecture Freeze-thaw Must be nearly saturated while freezing Factors degree of saturation how cold rate of freezing pores size distribution liquid diffusivity John Straube 2005 63 University of Waterloo, School of Architecture John Straube 2005 64 University of Waterloo, School of Architecture Dissolution Water is the universal solvent Avoid capillary saturation e.g.: EIFS finish re-emulsification Gypsum becomes goo paper unglues

Transcript of OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint -...

Page 1: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Waterloo, PatioWaterloo, Patio

Buffalo, NYBuffalo, NY

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Freeze-thaw

Must be nearly saturated while freezingFactors– degree of saturation– how cold– rate of freezing– pores size distribution– liquid diffusivity

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Dissolution

Water is the universal solventAvoid capillary saturatione.g.:– EIFS finish re-emulsification– Gypsum becomes goo– paper unglues

Page 2: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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If it doesnIf it doesn’’t get wet andt get wet andcan dry out againcan dry out againit will lastit will last

Slide66University of Waterloo, School of Architecture

Rain Control Principles

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Wetting - Sources & Mechanisms

1.1. Interior and Exterior Air (Vapour)– transport by diffusion and air leakage

(convection)(convection)2. Driving Rain (Liquid)

– Absorption (“wicking”) and Liquid Penetration3. Soil Moisture (Vapour & Liquid)

– Diffusion, Absorption and Liquid Penetration4. Built-in Moisture (solid, liquid, vapour)

– not transported - stored in masonry/concrete, green lumber, construction rain/snow

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Moldy SIPSPeeling Elastomeric Coatings

Rotting wood

Corrosion

Rain Penetration can do Bad things to Buildings

Page 3: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Driving Rain

Site and Climate– wind direction, rainfall intensity, duration,

frequencyBuilding– height, orientation, shape (i.e. RAF)

Wall– shedding, – absorption– transmission

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Driving Rain

Driving rain, rvFalling Rain, r h Wind Speed, V

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Raindrop-Wind Interaction

Vt,d

Vwind

rv = rh Vt,d

Vwind

rh rv

Falling RainFree Wind

Driving Rain

Page 4: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Rain Deposition and Wind Flow Patterns

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Effect of Building Shape

H/W < 0.5

Wind flows over and around building

H/W < 0.1H/W < 0.1

Wind flows primarily up and

over buildingH/W > 1

Wind flows primarily around building

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RDF-Rain Deposition Factor

<0.30

0.35 - 0.50

< 0.200.20 - 0.35

Low Building (H/W << 1) with Peaked Roof & Overhang

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Rain Deposition Factors

0.9 - 1.0

0.5 - 0.9

< 0.5

Tall Building H/W >> 1

Page 5: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Rain Deposition Factor

0.8 - 1.00.5 - 0.8

< 0.5

Low Building H/W << 1

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Max Driving Rain vs City

0

200

400

600

800

1000

Calgary

, AB

Edmon

ton, A

B

Prince

Geo

rge, B

C

Vanco

uver,

BC

Victori

a, BC

Winn

ipeg,

MB

Frederi

cton,

NB

Saint J

ohn,

NB

St Joh

ns, N

F

Shearw

ater, N

SSyd

ney,

NS

North B

ay, O

NOtta

wa, ON

Toronto

, ON

Charlo

ttetow

n, PE

Montre

al, Q

CQue

bec,

QC

Saska

toon,

SK

Max

imum

Driv

ing

Rai

n on

Wor

st W

all [

kg/m

2 /yr]

Page 6: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Total Rain Deposition: TorontoToronto, ON - Driving Rain 90° Incident, mm/yr

0

100

200

300

400

500

600

700

800N

NNE

NE

ENE

E

ESE

SE

SSE

S

SSW

SW

WSW

W

WNW

NW

NNW

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Rain Control Philosophy

The Three D’s– Deflection– Drainage/Exclusion/Storage– Drying

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Controlling Rain Penetration

Deflection– reduce water on building (overhangs)– redirect water away (drips, shape)– slope surfaces, use flashing

Drainage / Exclusion / Storage– enclosure design – provide drainage, or storage or barrier

Drying– allow any remaining water to dry

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Deflection

Overhang

Drips at OpeningHeads & Sills

200minSplash Height

Page 7: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Effect of Overhangs

Low-slope Roofs

Canadian field studies have correlated large overhang size with lower damage risk

Pitched roofsWind

Rain

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Over 60% of problems were assigned to design or constructionEffect of overhangs appeared to besignificant

CMHC Morrison-Hershfield Study

CMHC Morrison Hershfield Study

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Deflection: Protect Sensitive Matl

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Base Splash

Page 8: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Base Splash

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Surface Drainage AccumulatesRedistribute and Control via– Drips– Overhangs

Protect Windows, Saddles, etc.

If it doesn’t get wet, it wont leak

Shedding: Surface Drainage

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•Control Rain on the Surface•Multiple shedding, drips, etc• Reduced rain load on joints and openings

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University of Waterloo, School of ArchitectureOverhangs Surface - Drainage - Shelter

Page 9: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Don’t concentrate water!

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Page 10: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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We still can

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Enclosure Wall Strategies

Some water is likely on the wallWater can penetrate in many ways

Once rain is on the wall …DrainageExclusionStorage

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Rain Control

Rain Deposition: Drained, Stored, or Transmitted

Transmit

Stored

Drained

Driving Rain

Shedding

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Categorization

Elements and joints can be different

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Mass/Storage/Reservoir Walls

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Perfect Barrier Walls

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UWUWPennsylvannia

Vancouver

PerfectBarrier

Page 12: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Drained-Screened Walls

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200min

Sloped Grade(5% )

Drainage spaceover drainageplane

Sub-sill flashing

Head flashing

Roof slopedto drains

Drainage

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Joints

Can be – mass (log chink)– perfect barrier (sealant)– screened drained (two-stage joints)

Surface Drainage means joints are exposed to waterSealants failWindow-wall, stucco-masonry etc

Page 13: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Categorization

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backer rodsealantdrainagespace

sealantbacker rod

Exteriorface of

cladding

Drainopening

Drained Joints

Inner stage could be• sealant• gaskets• peel and sticks• trowel-on Must be drainedVented helps

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Window Joints

••DrainageDrainage••Multiple Rain tighteningMultiple Rain tightening••DeflectionDeflection••Control Surface DrainageControl Surface Drainage••No Sill Nailing FlangeNo Sill Nailing Flange

Page 14: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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Sub-sill flashingwww.buildingscience.com

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Subsill

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University of Waterloo, School of ArchitectureRamsey & Sleeper John Straube 2005

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Page 15: OAA Details EIFS 2005 - University of Waterloo Details EIFS 2005-2.pdf · Microsoft PowerPoint - OAA Details EIFS 2005.ppt Author: John Straube Created Date: 5/14/2005 10:17:13 PM

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DryingClear Air Spaces

Vent Holes Above& Below Window

Vent Holes at Top& Bottom of Wall

•Important for some systems that retain drain water•Helps for small leaks

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Notes:

1] Coordinate installation ofGold Guard system andEIFS with the roofinstallation.Typically, the step anddiverter flashings areinstalled as part of theroof assembly.

2] Refer to Sto detail 10.62afor integration of GoldGuard system with thestep and diverterflashings.

3] Install the starter track2“ (50mm) above thefinished roof and buttingagainst the diverterflashing so waterdraining down the startertrack will not flow overinto the wall.

4] Install Sto Gold Fill™over the upper edge ofthe starter track andcoat with Sto GoldCoat™.

Substrate

Sto adhesive

Sto insulation

Sto base coat

Sto finish

Sto Gold Coat

Sto Gold Fill with StoDetail Mesh

Starter track with weepsinstalled over stepflashing and Sto GoldFill (see Sto detail10.62a)

Maintain 2“ (50mm)clearance betweenfinished roof andstarter track

Roofing materials

Diverter flashing (see Stodetail 2.62b)

1/2” (13mm) joint forsealant with backerrod

Edge flashing

Gutter termination 1/2”(13mm) away fromfinished EIFS

™ Sto Gold Coat and Sto Gold Fill are registered trademarks of Sto Corp. John Straube 2005

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