Post on 01-Jun-2018
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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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2 2000 SKYLIGHT DECEMBER, 2013
ADMF020
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EC 97911-053
DECEMBER, 2013 2000 SKYLIGHT
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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4 2000 SKYLIGHT DECEMBER, 2013
ADMF020
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EC 97911-053
DECEMBER, 2013 2000 SKYLIGHT
ADMF020
PICTORIAL VIEW
INTERGRAL PURLINCONDENSATION GUTTER
SIMPLE OVERLAPCONNECTIONS WITH NONOTCHES TO RAFTERS
OPTIONAL RAFTERCONDENSATION GUTTER
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EC 97911-053
6
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 "
DECEMBER, 2013 2000 SKYLIGHT
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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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
2000 SKYLIGHT DECEMBER, 2013
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.
NOTE: SEE CURTAIN WALL SECTIONFOR DETAILS OF 1600 WALL SYSTEM TM1.
Rafter / MullionCombinations
Sloped
Rafter
Vertical
Mullion822001 162003
822002 162001
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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
DECEMBER, 2013 2000 SKYLIGHT
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
NOTE: SEE CURTAIN WALL SECTIONFOR DETAILS OF 1600 WALL SYSTEM TM1.
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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"
2000 SKYLIGHT DECEMBER, 2013
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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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 "
DECEMBER, 2013 2000 SKYLIGHT
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 F E E T
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
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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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 "
2000 SKYLIGHT DECEMBER, 2013
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 F E E T
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
L E N G T H I N M E T R E S
L E N G T H I N M E T R E S
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
)Steel I = 8.54 in 4 (3.55 x 10 6 mm 4) S = 3.63 in 3 (5.95 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
)Steel I = 11.39 in 4 (4.74 x 10 6 mm 4) S = 5.01 in 3 (8.22 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.
SteelReinforcing
SteelReinforcing
SteelReinforcing
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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"
DECEMBER, 2013 2000 SKYLIGHT
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.
STRUCTURAL LIMITATIONS
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
2000 SKYLIGHT DECEMBER, 2013
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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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)
DECEMBER, 2013 2000 SKYLIGHT
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
8/9/2019 Skylight Details
16/22
kawneer.com
EC 97911-053
16 2000 SKYLIGHT DECEMBER, 2013
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
Vision Area / Total Area (%)
COGVT
THERMAL CHARTS
CAPTURED GLAZING
8/9/2019 Skylight Details
17/22
w
w
w
w
Kw
t h e s e
l e c
t i o n o
f p r o
d u c
t c o n
g u r a
t i o n s , o p e r a
t i n g
h a r d w a r e ,
o r g
l a z i n g m a
t e r i a
l s ,
a n
d a s s u m e s n o r e s p
o n s i
b i l i t y t h e r e
f o r .
m
m
K
a w n e e r
C o m p a n y ,
I n c . ,
2 0 1 3
kawneer.com
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
8/9/2019 Skylight Details
18/22
kawneer.com
EC 97911-053
18 2000 SKYLIGHT DECEMBER, 2013
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").
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
THERMAL PERFORMANCE MATRIX
8/9/2019 Skylight Details
19/22
8/9/2019 Skylight Details
20/22
kawneer.com
EC 97911-053
20 2000 SKYLIGHT DECEMBER, 2013
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
Vision Area / Total Area (%)
COGVT
THERMAL CHARTS
SSG GLAZING
8/9/2019 Skylight Details
21/22
w
w
w
w
Kw
t h e s e
l e c
t i o n o
f p r o
d u c
t c o n
g u r a
t i o n s , o p e r a
t i n g
h a r d w a r e ,
o r g
l a z i n g m a
t e r i a
l s ,
a n
d a s s u m e s n o r e s p
o n s i
b i l i t y t h e r e
f o r .
m
m
K
a w n e e r
C o m p a n y ,
I n c . ,
2 0 1 3
kawneer.com
EC 97911-053
2DECEMBER, 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").
SSG GLAZING
Thermal Transmittance 1
THERMAL PERFORMANCE MATRIX
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
8/9/2019 Skylight Details
22/22
EC 97911-053
22 2000 SKYLIGHT DECEMBER, 2013
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").
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
THERMAL PERFORMANCE MATRIX