Skylight Details

8/9/2019 Skylight Details

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kawneer.com

EC 97911-053

DECEMBER, 2013 2000 SKYLIGHT

ADMF020

FEATURES

Features

Suitable for sloped glazed area, or roof mounted skylights Integrates with standard 1600 vertical wall

Pressure equalized rain screen design Simple overlap connections "Shingled" internal channels for positive drainage Integral purlin condensation gutters Optional rafter condensation gutters Tremco VISIONstrip exterior glazing system Interior elastomeric glazing gaskets Structural silicone glazed (SSG) option for purlins

Three rafter depths for ef cient structural design Optional roll formed steel reinforcing channels Veneer type mullion for use with steel sub-structure Single glazing adapter for exterior canopies Accommodates slopes from 20 to 45 Full and half compression rings for pyramids and sloped gables Slope, gable, pyramid, and canopy construction available Two color option Permanodic TM anodized nishes in seven choices

Painted nishes in standard and custom choices

For speci c product applications,Consult your Kawneer representative.


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EC 97911-053

2 2000 SKYLIGHT DECEMBER, 2013

ADMF020

BLANK PAGE


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EC 97911-053


ADMF020

INDEX

PICTORIAL VIEW ............................................................................... 5SKYLIGHT TYPES .............................................................................. 6DETAILS ........................................................................................ 7-10STRUCTURAL LIMITATIONS ...................................................... 11-13THERMAL CHARTS ................................................................... 14-22

LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OF GLAZED ENTRANCE,WINDOW, AND CURTAIN WALL PRODUCTS VARY WIDELY. KAWNEER DOES NOT CONTROL THESELECTION OF PRODUCT CONFIGURATIONS, OPERATING HARDWARE, OR GLAZING MATERIALS,AND ASSUMES NO RESPONSIBILITY THEREFOR.

Metric (SI) conversion gures are included throughout these details for reference. Numbers in parentheses( ) are millimeters unless otherwise noted.

The following metric (SI ) units are found in these details: m meter cm centimeter mm millimeter s second Pa pascal MPa megapascal

Kawneer reserves the right to change con gurations without prior notice when deemed necessary for productimprovement.

Architects - Most extrusion and window types illustrated in this catalog are standard products for Kawneer. These concepts have been expandedand modi ed to afford you design freedom. Some miscellaneous details are non-standard and are intended to demonstrate how the system can bemodi ed to expand design exibility. Please contact your Kawneer representative for further assistance.


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EC 97911-053


ADMF020

BLANK PAGE


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EC 97911-053


ADMF020

PICTORIAL VIEW

INTERGRAL PURLINCONDENSATION GUTTER

SIMPLE OVERLAPCONNECTIONS WITH NONOTCHES TO RAFTERS

OPTIONAL RAFTERCONDENSATION GUTTER


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1

1

3

3

1

3

3

13

1 4

6

94

2

9

7

2

5

7

2

5

2 8

10

11

2000 SKYLIGHT DECEMBER, 2013

ADMF020

SKYLIGHT TYPES

VERTICAL WITH SLOPE

SINGLE SLOPE SKYLIGHT

PYRAMID SKYLIGHT

RIDGE SKYLIGHT WITH SLOPED GABLE

RIDGE SKYLIGHT WITH VERTICAL GABLE


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EC 97911-053

8 2 2 1 2

1

8 2 2 0 0 5

8 2 2 0 3

4

8 2 2 0 0 5

8 2 2 0 0

7

822010

8 2 2 0 3

4 8 2 2 0 1 0

216051

216103

822003

822002

822001

7 " N o m .

2 - 1 / 2 "

2-1/2"(63.5)

( 1 7 7

. 8 )

( 6 3. 5 )

( 6 3. 5 ) 2

- 1 / 2 "

( 2 0 9

. 6 )

8 - 1

/ 4 " N o m .

( 1 3 9

. 7 )

5 - 1

/ 2 " N o m .

( 7 6

. 2 )

3 "

( 1 1 4

. 3 )

( 1 4 6

. 1 )

5 - 3

/ 4 "

4 - 1

/ 2 "


ADMF020

DETAILS

SCALE 3" = 1'-0"

1RAFTER

2SILL

3PURLIN

4HEAD

(Optional)Condensation Gutter

(Optional)822031 Snap-on Cover822120 Pressure Plate

( O p t i o n

a l )

C o n d e n

s a t i o n G

u t t e r

V a r i e s


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EC 97911-053

8

8 2 2 0 0 9

8 2 2 0

0 9

822002

822002

8 2 2 1 2 1

8 2 2 1

2 1

8 2 2 1 2 1

216051216103

30

45

8 2 2 0 0 7

8 2 2 1 2 0 8 2

2 0 3 4

8 2 2 0 3

1

162003

162378 1 6 2 3 3 5

1 6 2 0 0 6

216051

216103

8 1 3 8 3 7

822002

1 6 2 3 3 5

1 6 2 0 0 6


ADMF020

DETAILS

SCALE 3" = 1'-0"

530 RIDGE

545 RIDGE

6TRANSITION

7HIP RAFTER

8GABLE END

9JAMB

NOTE: SEE CURTAIN WALL SECTIONFOR DETAILS OF 1600 WALL SYSTEM TM1.


Rafter / MullionCombinations

Sloped

Rafter

Vertical

Mullion822001 162003

822002 162001


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EC 97911-053

8 2 2 0

0 6

8 2 2 0

0 8

8 2 2 0

0 5

8 2 2 1

2 1

822003

822002

822010

216051

216103

822001

( 1 9. 1 )

( 1 4 6

. 1 )

( 1 1 4

. 3 ) 3

"

( 7 6

. 2 ) (

1 3 9

. 7 )

( 2 0 9

. 6 )

( 1 7 7

. 8 )

(63.5)2-1/2"

7 " ( N o m . )

8 - 1

4 / " ( N o m . )

5 - 1

/ 2 " ( N o m . )

4 - 1

/ 2 "

5 - 3

/ 4 "

3 / 4 "

8 2 2 0

0 8

162003

1 6 2 3 3 5

1 6 2 0 0 6

( 1 9. 1 ) 3

/ 4 "

( 1 9. 1 ) 3

/ 4 "

162378


ADMF020

DETAILS

SCALE 3" = 1'-0" SSG OPTIONS

1RAFTER

(Optional)Condensation Gutter

2SILL

3PURLIN

4HEAD

6TRANSITION Rafter / Mullion

Combinations

SlopedRafter

VerticalMullion

822001 162003

822002 162001

V a r i e s



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EC 97911-053

10

216103

216051

822004

822013

822015822015

3 / 8 "

5 - 1

/ 2 " ( N o m . )

(63.5)2-1/2"

(63.5)2-1/2"

( 1 3 9

. 7 )

( 9 . 6

)

45 45

(155.6)

(155.6)

( 7 7

. 8 )

6-1/8"

3 - 1

/ 1 6 "

6-1/8"


ADMF020

DETAILS

SCALE 3" = 1'-0"

10COMPRESSION

RING

11HALF

COMPRESSIONRING

VENEER RAFTER

SINGLE GLAZED ADAPTER

Rafter detail shownPurlin detail similar

Rafter

H i p R a f t

e r

Rafter H i p

R a f t e

r

Rafter


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EC 97911-053

1

822001

822002

822003

822005

822006

1 2 3 4 5 6 74

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

0.5 1.0 1.5 2.0

2 3 4 5 6 74

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

0.5 1.0 1.5 2.0

1 2 3 4 5 6 74

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

0.5 1.0 1.5 2.0

1

A

B

C

D

E

F

F

E

D

C

B

A

F

E

D

C

B

A

3 "

( 7 6

. 2 )

( 1 1 4

. 3 )

( 1 4

6 . 1

)

4 - 1

/ 2 "

5 - 3 / 4 "


ADMF020

STRUCTURAL LIMITATIONS

Calculations are based on CAN3-S157 "Strength Design in Aluminum" in accordance with the National Building Code of Canada,considering combined service loads acting perpendicular to the glass plane and an allowable deection of 1/175 of the span.

Determine the service dead, wind and live loads acting perpendicular to the glass plane for the required skylight slope. The greatest of thefollowing load combinations should be used to select the rafter required from the charts:

Deadload + Windload Deadload + Liveload Deadload + 0.7 (Windload + Liveload)

The information contained here is intended as a guideline only. Consult the National Building Code of Canada and or Local codes in moredetailed analysis is required.

WIDTH IN METRES WIDTH IN METRES WIDTH IN METRES

WIDTH IN FEET WIDTH IN FEET WIDTH IN FEET

L E N G T H I N F E E T



L E N G T H I N M E T R E S


I = 31.5 in 4 (1.31 x 10 6 mm 4)S = 1.26 in 3 (2.06 x 10 4 mm 3) I = 6.91 in 4 (2.88 x 10 6 mm 4)

S = 2.20 in 3 (3.60 x 10 4 mm 3) I = 11.64 in 4 (4.85 x 10 6 mm 4)S = 3.15 in 3 (5.15 x 10 4 mm 3)

I = 1.25 in 4 (5.20 x 10 5 mm 4)S = 0.71 in 3 (1.16 x 10 4 mm 3)

I = 0.79 in 4 (3.28 x 10 5 mm 4)S = 0.71 in 3 (1.17 x 10 4 mm 3)

A = 20 p.s.f. (0.96 kPa)B = 30 p.s.f. (1.44 kPa)C = 40 p.s.f. (1.92 kPa)D = 50 p.s.f. (2.40 kPa)E = 70 p.s.f. (3.36 kPa)F = 90 p.s.f. (4.31 kPa)

NOTE:THE CURVED LINES ON THE GRAPHS REPRESENTTHE RAFTER LIMITATIONS. THE VERTICAL LINESREPRESENT THE MAXIMUM RAFTER CENTRESBASED ON THE PURLIN LIMITATIONS.


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EC 97911-053

12

822006

822005

1 2 3 4 5 6 710

11

12

13

14

15

16

17

18

19

20

21

22

23

24

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

0.5 1.0 1.5 2.0

A

B

C

D

E

F

1 2 3 4 5 6 710

11

12

13

14

15

16

17

18

19

20

21

22

23

24

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

0.5 1.0 1.5 2.0

B

C

D

E

F

A

1 2 3 4 5 6 710

11

12

13

14

15

16

17

18

19

20

21

22

23

24

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

0.5 1.0 1.5 2.0

BC

D

E

F

A

216132

822001 822001

216132

216133

216134

822001

216133

216132

B A

C

D

E

F

C B

D

E

F

AA

( 1 4 6

. 1 )

5 - 3

/ 4 "

( 1 4 6

. 1 )

5 - 3

/ 4 "

( 1 4 6

. 1 )

5 - 3

/ 4 "


ADMF020


Calculations are based on CAN3-S157 "Strength Design in Aluminum" in accordance with the National Building Code of Canada,considering combined service loads acting perpendicular to the glass plane and an allowable deection of 1/175 of the span.

Determine the service dead, wind and live loads acting perpendicular to the glass plane for the required skylight slope. The greatest of thefollowing load combinations should be used to select the rafter required from the charts:

Deadload + Windload Deadload + Liveload Deadload + 0.7 (Windload + Liveload)

The information contained here is intended as a guideline only. Consult the National Building Code of Canada and or Local codes in moredetailed analysis is required.

WIDTH IN METRES WIDTH IN METRES WIDTH IN METRES

WIDTH IN FEET WIDTH IN FEET WIDTH IN FEET







Aluminum I = 11.64 in 4 (4.85 x 10 6 mm 4)

S = 3.15 in3

(5.15 x 104

mm3

)Steel I = 4.73 in 4 (1.97 x 10 6 mm 4) S = 1.94 in 3 (3.18 x 10 4 mm 3)

Aluminum I = 11.64 in 4 (4.85 x 10 6 mm 4)

S = 3.15 in3

(5.15 x 104

mm3


Aluminum I = 11.64 in 4 (4.85 x 10 6 mm 4)

S = 3.15 in3

(5.15 x 104

mm3


I = 1.25 in 4 (5.20 x 10 5 mm 4)S = 0.71 in 3 (1.16 x 10 4 mm 3)

I = 0.79 in 4 (3.28 x 10 5 mm 4)S = 0.71 in 3 (1.17 x 10 4 mm 3)

A = 20 p.s.f. (0.96 kPa)B = 30 p.s.f. (1.44 kPa)C = 40 p.s.f. (1.92 kPa)D = 50 p.s.f. (2.40 kPa)E = 70 p.s.f. (3.36 kPa)F = 90 p.s.f. (4.31 kPa)

NOTE:THE CURVED LINES ON THE GRAPHS REPRESENTTHE RAFTER LIMITATIONS. THE VERTICAL LINESREPRESENT THE MAXIMUM RAFTER CENTRESBASED ON THE PURLIN LIMITATIONS.

SteelReinforcing

SteelReinforcing

SteelReinforcing


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EC 97911-053

1

0.7215

53 4 76 8

1.5

25

20

35

30

1.050

45

40

0.96

1.20

1.44

1.70

2.02.40

1.92

2.16

H "S"

S 2/

"S"


ADMF020

STRUCTURAL SILICONE SEALANT LIMITATIONS

Calculations are based on an allowable silicone sealant tensile stress of 20psi, and a sealant contact bond width of 1/2" (12.7mm). Windloading on the glass is assumed to have a trapezoidal distribution, therefore loading on the sealant is based on the design windload andthe short glass dimension, see below.

The intersection of the windload and the short glass dimension (shorter of the vertical and horizontal dimensions) must fall below thecurve in the chart below.

NOTE:

THE INSULATING GLASS EDGE CONSTRUCTION MUST BE SUITABLE FOR STRUCTURAL SILICONE SEALANT APPLICATION.

SHOP DRAWINGS MUST BE SUBMITTED TO THE STRUCTURAL SILICONE SEALANT MANUFACTURER FOR REVIEW OF THE DETAILS.

ALL MATERIALS AND FINISHES WHICH CONTACT THE STRUCTURAL SILICONE SEALANT SHOULD BE SUBMITTED TO THE STRUCTURALSEALANT MANUFACTURER FOR ADHESION AND COMPATIBILITY TESTING.

ANODIZED FINISHES AND FLUOROPOLYMER FINISHES MAY BE USED FOR STRUCTURAL GLAZING APPLICATIONS. PAINT FINISHES MUSTBE APPLIED BY A LICENSED APPLICATOR IN ACCORDANCE WITH THE PAINT MANUFACTURER'S REQUIREMENTS.

APPLICATION OF THE STRUCTURAL SILICONE SEALANT SHOULD NOT PROCEED UNTIL DETAILS HAVE BEEN REVIEWED, AND TESTING

HAS BEEN SUCCESFULLY COMPLETED.

THE STRUCTURAL SILICONE SEALANT MANUFACTURER'S RECOMMENDATIONS FOR SEALANT PRODUCT, SURFACE PREPARATION, ANDSEALANT APPLICATION, MUST BE STRICTLY FOLLOWED.


SHORT GLASS DIMENSION "S" (m)

SHORT GLASS DIMENSION "S" (ft)

W I N D L O A D

( p s f

)

W I N D L O A D ( k P a .

)

W


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EC 97911-053

14

7 ' - 0 "

9 ' - 6 "

15'-8"

5'-0"

2 ' - 0 "

0.49

9 1 %

0.480.46

0.440.420.400.380.360.340.320.30

0.280.260.240.220.20

7 5

7 0

8 5

8 0

9 5

9 0

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20


ADMF020

Project Specic U-factor Example Calculation

Example Glass U-factor = 0.42 Btu/hrft 2oF

Total Daylight Opening = 3(5' x 7') + 3(5' x 2') = 135ft 2

Total Projected Area = (Total Daylight Opening + Total Area of Framing System) = 15'-8" x 9'-6" = 148.83ft 2

Percent of Glass = (Total Daylight Opening Total Projected Area) = (135 148.83)100 = 91%

System U-factor vs Percent of Glass Area

S y s

t e m

U - f a c

t o r

( B T U / h r

f t 2 o F )

Percent of Glass

Based on 91% glass and Center of Glass (COG) U-factor of 0.42 System U-factor is equal to 0.49 Btu/hr ft 2 o F

THERMAL CHARTS

E X A M P L E

( N O T F O R D E S I G N )


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EC 97911-053

1

0.48 (2.73)0.46 (2.61)0.44 (2.50)0.42 (2.39)

0.40 (2.27)0.38 (2.16)0.36 (2.05)0.34 (1.93)0.32 (1.82)0.30 (1.71)0.28 (1.59)0.26 (1.48)0.24 (1.37)0.22 (1.25)0.20 (1.14)0.18 (1.02)0.16 (0.91)0.14 (0.79)0.12 (0.68)0.10 (0.57)


ADMF020

CAPTURED GLAZING

System U-factor vs Percent of Glass Area

S y s

t e m

U - f a c

t o r

( B T U / h r

f t 2 o F )

Percent of Glass = Vision Area/Total Area(Total Daylight Opening / Projected Area)

Notes for System U-Factor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.

THERMAL CHARTS

Note:Values in parentheses are metric.COG=Center of Glass.Charts are generated per AAMA 507.

COGU-factor


16/22

kawneer.com

EC 97911-053


ADMF020

System Solar Heat Gain Coefcient (SHGC) vs Percent of Vision Area

S y s

t e m

S H G C

Vision Area / Total Area (%)

COGSHGC

System Visible Transmittance (VT) vs Percent of Vision Area

S y s

t e m

V T


COGVT

THERMAL CHARTS

CAPTURED GLAZING


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EC 97911-053

1DECEMBER, 2013 2000 SKYLIGHT

ADMF020

NOTE: For glass values that are not listed, linear interpolation is permitted.

1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

CAPTURED GLAZING

Thermal Transmittance 1

THERMAL PERFORMANCE MATRIX

Glass U-Factor 3 Overall U-Factor 4

0.48 0.600.46 0.59

0.44 0.57

0.42 0.55

0.40 0.53

0.38 0.52

0.36 0.50

0.34 0.48

0.32 0.46

0.30 0.45

0.28 0.430.26 0.41

0.24 0.39

0.22 0.38

0.20 0.36

0.18 0.34

0.16 0.32

0.14 0.31

0.12 0.29

0.10 0.27


18/22

kawneer.com

EC 97911-053


ADMF020


1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.

3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

SHGC Matrix 2 Visible Transmittance 2

CAPTURED GLAZING

Glass SHGC 3 Overall GlassU-Factor 4

0.75 0.69

0.70 0.65

0.65 0.60

0.60 0.56

0.55 0.51

0.50 0.47

0.45 0.42

0.40 0.38

0.35 0.33

0.30 0.290.25 0.24

0.20 0.19

0.15 0.15

0.10 0.10

0.05 0.06

Glass VT 3 Overall VT 4

0.75 0.68

0.70 0.63

0.65 0.59

0.60 0.54

0.55 0.50

0.50 0.45

0.45 0.41

0.40 0.36

0.35 0.32

0.30 0.270.25 0.23

0.20 0.18

0.15 0.14

0.10 0.09

0.05 0.05



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20/22

kawneer.com

EC 97911-053


ADMF020

System Solar Heat Gain Coefcient (SHGC) vs Percent of Vision Area

S y s

t e m

S H G C


COGSHGC

System Visible Transmittance (VT) vs Percent of Vision Area

S y s

t e m

V T


COGVT

THERMAL CHARTS

SSG GLAZING


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2 0 1 3

kawneer.com

EC 97911-053

2DECEMBER, 2013 2000 SKYLIGHT

ADMF020


1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

SSG GLAZING

Thermal Transmittance 1


Glass U-Factor 3 Overall U-Factor 4

0.48 0.600.46 0.58

0.44 0.57

0.42 0.55

0.40 0.53

0.38 0.51

0.36 0.50

0.34 0.48

0.32 0.46

0.30 0.45

0.28 0.430.26 0.41

0.24 0.39

0.22 0.37

0.20 0.36

0.18 0.34

0.16 0.32

0.14 0.30

0.12 0.29

0.10 0.27


22/22

EC 97911-053



1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.

3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

SHGC Matrix 2 Visible Transmittance 2

SSG GLAZING

Glass SHGC 3 Overall GlassU-Factor 4

0.75 0.69

0.70 0.65

0.65 0.60

0.60 0.56

0.55 0.51

0.50 0.47

0.45 0.42

0.40 0.38

0.35 0.33

0.30 0.290.25 0.24

0.20 0.19

0.15 0.15

0.10 0.10

0.05 0.06

Glass VT 3 Overall VT 4

0.75 0.68

0.70 0.63

0.65 0.59

0.60 0.54

0.55 0.50

0.50 0.45

0.45 0.41

0.40 0.36

0.35 0.32

0.30 0.270.25 0.23

0.20 0.18

0.15 0.14

0.10 0.09

0.05 0.05


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