Post on 25-Mar-2018
Law
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onfig
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neer
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hang
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whe
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ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
1MAY, 2016 2000 Skylight
ADMF020EN
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 efficient 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• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices
For specific product applications,Consult your Kawneer representative.
Law
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ontro
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onfig
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
2 2000 Skylight MAY, 2016
ADMF020EN
BLANK PAGE
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
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duct
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ontro
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e se
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ion
of p
rodu
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onfig
urat
ions
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Kaw
neer
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the
right
to c
hang
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nfigu
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whe
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nece
ssar
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ovem
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
3MAY, 2016 2000 Skylight
ADMF020EN
INDEX
PICTORIAL VIEW ................................................................................5SKYLIGHT TYPES ...............................................................................6DETAILS ........................................................................................ 7-10STRUCTURAL LIMITATIONS .......................................................11-13THERMAL CHARTS ................................................................... 14-22
Architects - Most extrusion and window types illustrated in this catalog are standard products for Kawneer. These concepts have been expanded and modified to afford you design freedom. Some miscellaneous details are non-standard and are intended to demonstrate how the system can be modified to expand design flexibility. Please contact your Kawneer representative for further assistance.
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 THE SELECTION OF PRODUCT CONFIGURATIONS, OPERATING HARDWARE, OR GLAZING MATERIALS, AND ASSUMES NO RESPONSIBILITY THEREFOR.
Metric (SI) conversion figures 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 configurations without prior notice when deemed necessary for product improvement.
Law
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duct
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ovem
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
4 2000 Skylight MAY, 2016
ADMF020EN
BLANK PAGE
Law
s an
d bu
ildin
g an
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fety
cod
es g
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the
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ontro
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onfig
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
5MAY, 2016 2000 Skylight
ADMF020EN
PICTORIAL VIEW
INTERGRAL PURLIN CONDENSATION GUTTER
SIMPLE OVERLAP CONNECTIONS WITH NO NOTCHES TO RAFTERS
OPTIONAL RAFTER CONDENSATION GUTTER
Law
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
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 MAY, 2016
ADMF020EN
SKYLIGHT TYPES
VERTICAL WITH SLOPE
SINGLE SLOPE SKYLIGHT
PYRAMID SKYLIGHT
RIDGE SKYLIGHT WITH SLOPED GABLE
RIDGE SKYLIGHT WITH VERTICAL GABLE
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
7
822121
822005
822034
822005
822007
822010
822034 822010
216051
216103
822003
822002
822001
7" N
om.
2-1/2"
2-1/2"(63.5)
(177
.8)
(63.5)
(63.5)2-1/2"
(209
.6)
8-1/
4" N
om.
(139
.7)
5-1/
2" N
om.
(76.
2)3"
(114
.3)
(146
.1)
5-3/
4"4-1/
2"
MAY, 2016 2000 Skylight
ADMF020EN
DETAILS
SCALE 3" = 1'-0"
1 RAFTER
2 SILL
3 PURLIN
4 HEAD
(Optional) Condensation Gutter
(Optional) 822031 Snap-on Cover 822120 Pressure Plate
(Optional)
Condensation Gutter
Varies
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
8
822009
8220
09
822002
822002
822121
8221
21
822121
216051216103
30°
45°
822007
822120 822034822031
162003
1623781623
35
1620
06
216051
216103
8138
37
822002
1623
35
1620
06
2000 Skylight MAY, 2016
ADMF020EN
DETAILS
SCALE 3" = 1'-0"
5 30° RIDGE
5 45° RIDGE
6 TRANSITION
7 HIP RAFTER
8 GABLE END
9 JAMB
NOTE: SEE CURTAIN WALL SECTION FOR DETAILS OF 1600 WALL SYSTEMTM1.
NOTE: SEE CURTAIN WALL SECTION FOR DETAILS OF 1600 WALL SYSTEMTM1.
Rafter / Mullion Combinations
Sloped Rafter
Vertical Mullion
822001 162003
822002 162001
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
9
822006
822008
822005
822121
822003
822002
822010
216051
216103
822001
(19.1)
(146
.1)
(114
.3)3"
(76.
2)
(139
.7)
(209
.6)
(177
.8)
(63.5)2-1/2"
7" (N
om.)
8-14
/" (N
om.)
5-1/
2" (N
om.)
4-1/
2"
5-3/
4"
3/4"
822008
162003
1623
35
1620
06
(19.1)3/4"
(19.1)3/4"
162378
MAY, 2016 2000 Skylight
ADMF020EN
DETAILS
SCALE 3" = 1'-0" SSG OPTIONS
1 RAFTER
(Optional) Condensation Gutter
2 SILL
3 PURLIN
4 HEAD
6 TRANSITION Rafter / Mullion
CombinationsSloped Rafter
Vertical Mullion
822001 162003
822002 162001
Varies
NOTE: SEE CURTAIN WALL SECTION FOR DETAILS OF 1600 WALL SYSTEMTM1.
Law
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of p
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
10
216103
216051
822004
822013
822015822015
3/8"
5-1/
2" (N
om.)
(63.5)2-1/2"
(63.5)2-1/2"
(139
.7)
(9.6
)
45° 45°
(155.6)
(155.6)
(77.
8)
6-1/8"
3-1/
16"
6-1/8"
2000 Skylight MAY, 2016
ADMF020EN
DETAILS
SCALE 3" = 1'-0"
10 COMPRESSION
RING
11 HALF
COMPRESSION RING
VENEER RAFTER
SINGLE GLAZED ADAPTER
Rafter detail shown Purlin detail similar
Rafter
Hip Raft
er
RafterHip Raft
er
Rafter
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
11
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
CD
E
F
F
E
DC
B
A
F
E
D
C
B
A
3"(7
6.2)
(114
.3)
(146
.1)
4-1/
2"
5-3/
4"
MAY, 2016 2000 Skylight
ADMF020EN
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 deflection 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 the following 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 é or Local codes in more detailed analysis is required.
WIDTH IN METRES WIDTH IN METRES WIDTH IN METRES
WIDTH IN FEET WIDTH IN FEET WIDTH IN FEET
LEN
GTH
IN F
EE
T
LEN
GTH
IN F
EE
T
LEN
GTH
IN F
EE
T
LEN
GTH
IN M
ETR
ES
LEN
GTH
IN M
ETR
ES
LEN
GTH
IN M
ETR
ES
I = 3.15 in4 (1.31 x 106 mm4)S = 1.26 in3 (2.06 x 104 mm3) I = 6.91 in4 (2.88 x 106 mm4)
S = 2.20 in3 (3.60 x 104 mm3) I = 11.64 in4 (4.85 x 106 mm4)S = 3.15 in3 (5.15 x 104 mm3)
I = 1.25 in4 (5.20 x 105 mm4)S = 0.71 in3 (1.16 x 104 mm3)
I = 0.79 in4 (3.28 x 105 mm4)S = 0.71 in3 (1.17 x 104 mm3)
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 REPRESENT THE RAFTER LIMITATIONS. THE VERTICAL LINES REPRESENT THE MAXIMUM RAFTER CENTRES BASED ON THE PURLIN LIMITATIONS.
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of p
rodu
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onfig
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, an
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o re
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.
Kaw
neer
rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
t prio
r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
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
216132216133216134
822001
216133216132
B A
C
D
E
F
C B
D
E
F
AA
(146
.1)
5-3/
4"
(146
.1)
5-3/
4"
(146
.1)
5-3/
4"
2000 Skylight MAY, 2016
ADMF020EN
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 deflection 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 the following 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 é or Local codes in more detailed analysis is required.
WIDTH IN METRES WIDTH IN METRES WIDTH IN METRES
WIDTH IN FEET WIDTH IN FEET WIDTH IN FEET
LEN
GTH
IN F
EE
T
LEN
GTH
IN F
EE
T
LEN
GTH
IN F
EE
T
LEN
GTH
IN M
ETR
ES
LEN
GTH
IN M
ETR
ES
LEN
GTH
IN M
ETR
ES
Aluminum I = 11.64 in4 (4.85 x 106 mm4) S = 3.15 in3 (5.15 x 104 mm3)Steel I = 4.73 in4 (1.97 x 106 mm4) S = 1.94 in3 (3.18 x 104 mm3)
Aluminum I = 11.64 in4 (4.85 x 106 mm4) S = 3.15 in3 (5.15 x 104 mm3)Steel I = 8.54 in4 (3.55 x 106 mm4) S = 3.63 in3 (5.95 x 104 mm3)
Aluminum I = 11.64 in4 (4.85 x 106 mm4) S = 3.15 in3 (5.15 x 104 mm3)Steel I = 11.39 in4 (4.74 x 106 mm4) S = 5.01 in3 (8.22 x 104 mm3)
I = 1.25 in4 (5.20 x 105 mm4)S = 0.71 in3 (1.16 x 104 mm3)
I = 0.79 in4 (3.28 x 105 mm4)S = 0.71 in3 (1.17 x 104 mm3)
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 REPRESENT THE RAFTER LIMITATIONS. THE VERTICAL LINES REPRESENT THE MAXIMUM RAFTER CENTRES BASED ON THE PURLIN LIMITATIONS.
SteelReinforcing
SteelReinforcing
SteelReinforcing
Law
s an
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ildin
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cod
es g
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n w
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impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
13
0.721553 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"
MAY, 2016 2000 Skylight
ADMF020EN
STRUCTURAL SILICONE SEALANT LIMITATIONSCalculations are based on an allowable silicone sealant tensile stress of 20psi, and a sealant contact bond width of 1/2" (12.7mm). Wind loading on the glass is assumed to have a trapezoidal distribution, therefore loading on the sealant is based on the design windload and the 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 the curve 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 STRUCTURAL SEALANT MANUFACTURER FOR ADHESION AND COMPATIBILITY TESTING.
ANODIZED FINISHES AND FLUOROPOLYMER FINISHES MAY BE USED FOR STRUCTURAL GLAZING APPLICATIONS. PAINT FINISHES MUST BE 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, AND SEALANT APPLICATION, MUST BE STRICTLY FOLLOWED.
STRUCTURAL LIMITATIONS
SHORT GLASS DIMENSION "S" (m)
SHORT GLASS DIMENSION "S" (ft)
WIN
DLO
AD
(psf
)
WIN
DLO
AD
(kP
a.)
W
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
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the
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nd u
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impr
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
14
7'-0
"
9'-6
"
15'-8"
5'-0"
2'-0
"
0.49
91%
0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20
75 7085 8095 90
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 MAY, 2016
ADMF020EN
Project Specific U-factor Example Calculation
Example Glass U-factor = 0.42 Btu/hr·ft2·oF
Total Daylight Opening = 3(5' x 7') + 3(5' x 2') = 135ft2
Total Projected Area = (Total Daylight Opening + Total Area of Framing System) = 15'-8" x 9'-6" = 148.83ft2
Percent of Glass = (Total Daylight Opening ÷ Total Projected Area) = (135 ÷ 148.83)100 = 91%
System U-factor vs Percent of Glass Area
Syst
em U
-fact
or (B
TU/h
r·ft2 ·o F)
Percent of GlassBased on 91% glass and Center of Glass (COG) U-factor of 0.42System U-factor is equal to 0.49 Btu/hr·ft 2·oF
THERMAL CHARTS
EXAMPLE
(NOT FOR DESIGN)
Law
s an
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ildin
g an
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fety
cod
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over
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the
desi
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onfig
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, ope
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are,
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ssar
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impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
15
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)
MAY, 2016 2000 Skylight
ADMF020EN
CAPTURED GLAZINGSystem U-factor vs Percent of Glass Area
Syst
em U
-fact
or (B
TU/h
r·ft2 ·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.
COG U-factor
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
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the
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gn a
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s va
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of p
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onfig
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ssar
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duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
16 2000 Skylight MAY, 2016
ADMF020EN
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area
Syst
em S
HG
C
Vision Area / Total Area (%)
COGSHGC
System Visible Transmittance (VT) vs Percent of Vision Area
Syst
em V
T
Vision Area / Total Area (%)
COGVT
THERMAL CHARTS
CAPTURED GLAZING
Law
s an
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cod
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the
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, and
cur
tain
wal
l pro
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s va
ry w
idel
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awne
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ontro
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ion
of p
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onfig
urat
ions
, ope
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are,
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nfigu
ratio
n w
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ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
17MAY, 2016 2000 Skylight
ADMF020EN
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 GLAZINGThermal Transmittance 1
THERMAL PERFORMANCE MATRIX
Glass U-Factor 3 Overall U-Factor 4
0.48 0.600.46 0.590.44 0.570.42 0.550.40 0.530.38 0.520.36 0.500.34 0.480.32 0.460.30 0.450.28 0.430.26 0.410.24 0.390.22 0.380.20 0.360.18 0.340.16 0.320.14 0.310.12 0.290.10 0.27
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
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gn a
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n w
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ssar
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duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
18 2000 Skylight MAY, 2016
ADMF020EN
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 0.690.70 0.650.65 0.600.60 0.560.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.290.25 0.240.20 0.190.15 0.150.10 0.100.05 0.06
Glass VT 3 Overall VT 4
0.75 0.680.70 0.630.65 0.590.60 0.540.55 0.500.50 0.450.45 0.410.40 0.360.35 0.320.30 0.270.25 0.230.20 0.180.15 0.140.10 0.090.05 0.05
THERMAL PERFORMANCE MATRIX
Law
s an
d bu
ildin
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cod
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nd u
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are,
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ovem
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© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
19
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)
MAY, 2016 2000 Skylight
ADMF020EN
SSG GLAZINGSystem U-factor vs Percent of Glass Area
Syst
em U
-fact
or (B
TU/h
r·ft2 ·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.
COG U-factor
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
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zed
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, and
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tain
wal
l pro
duct
s va
ry w
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awne
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ontro
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lect
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of p
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onfig
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Kaw
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ssar
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r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
20 2000 Skylight MAY, 2016
ADMF020EN
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area
Syst
em S
HG
C
Vision Area / Total Area (%)
COGSHGC
System Visible Transmittance (VT) vs Percent of Vision Area
Syst
em V
T
Vision Area / Total Area (%)
COGVT
THERMAL CHARTS
SSG GLAZING
Law
s an
d bu
ildin
g an
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fety
cod
es g
over
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the
desi
gn a
nd u
se o
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entra
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, and
cur
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wal
l pro
duct
s va
ry w
idel
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awne
er d
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ontro
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of p
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onfig
urat
ions
, ope
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are,
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Kaw
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n w
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ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
21MAY, 2016 2000 Skylight
ADMF020EN
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 GLAZINGThermal Transmittance 1
THERMAL PERFORMANCE MATRIX
Glass U-Factor 3 Overall U-Factor 4
0.48 0.600.46 0.580.44 0.570.42 0.550.40 0.530.38 0.510.36 0.500.34 0.480.32 0.460.30 0.450.28 0.430.26 0.410.24 0.390.22 0.370.20 0.360.18 0.340.16 0.320.14 0.300.12 0.290.10 0.27
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
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nce,
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, and
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tain
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l pro
duct
s va
ry w
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awne
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ontro
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of p
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onfig
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ions
, ope
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are,
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.
Kaw
neer
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the
right
to c
hang
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nfigu
ratio
n w
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r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2013
kawneer.com
EC 97911-096
22 2000 Skylight MAY, 2016
ADMF020EN
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 0.690.70 0.650.65 0.600.60 0.560.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.290.25 0.240.20 0.190.15 0.150.10 0.100.05 0.06
Glass VT 3 Overall VT 4
0.75 0.680.70 0.630.65 0.590.60 0.540.55 0.500.50 0.450.45 0.410.40 0.360.35 0.320.30 0.270.25 0.230.20 0.180.15 0.140.10 0.090.05 0.05
THERMAL PERFORMANCE MATRIX