1620 Curtain Wall System

Transcription

JULY, 2016
FEATURES
Features
• 1620 is an outside glazed captured curtain wall
• 1620 has a 2" (50.8) sight line
• Standard 6" (152.4) or 7-1/2" (190.5) depth systems
• Standard infill options 1/4" (6.4) and 1" (25.4)
• Thermally Broken by means of a continuous 1/4" (6.4) low conductance spacer
• Concealed fastener joinery creates smooth, monolithic appearance
• Open-back horizontals and perimeters are available for cost savings
• Shear block fabrication method
• Corner mullions available
• Offers integrated entrance framing systems
• Silicone compatible glazing materials for long-lasting seals
• Two color option
• PermanodicTM anodized finishes in seven choices
• Painted finishes in standard and custom choices
Optional Features
• Steel reinforcing available
• Rain screen and backpans
• Deep covers available
• Heavy-weight mullions available
• Fiberglass pressure plates available
• Integrates with standard Kawneer windows and GLASSventTM windows for curtain wall
• Profit$MakerTM plus die sets available
Product Applications
• Ideal for low to mid-rise applications where high performance is desired
© Kawneer Company, Inc., 2014
Kawneer reserves the right to change configuration without prior notice when deemed
necessary for product improvement.
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.
EC 97911-099
For specific product applications,
Consult your Kawneer representative.
kawneer.com
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BLANK PAGE
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EC 97911-099
JULY, 2016
JULY, 2016
EC 97911-099
3
INDEX
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.
PICTORIAL VIEW.................................................................................5
1" & 1/4" INFILL DETAILS...................................................................6
ENTRANCE DETAILS..........................................................................7
CORNERS.............................................................................................8
GLASSventTM WINDOWS FOR CURTAIN WALL/WINDOWS.............9
BACKPAN AND MISCELLANEOUS DETAILS..................................10
MISCELLANEOUS FRAMING............................................................11
ANCHORING.................................................................................12,13
WIND LOAD CHARTS.................................................................. 14-18
DEADLOAD CHARTS.................................................................. 19-20
THERMAL CHARTS .................................................................... 21-28
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.
kawneer.com
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JULY, 2016
JULY, 2016
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EC 97911-099
PICTORIAL VIEW
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5
9A
7
3
1
4
7
1A
5
8
6
6A
ELEVATION IS NUMBER KEYED TO DETAILS
9
8A
6A
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7-1/2" (190.5)
6" (152.4)
2
3
4
HEAVY VERTICAL
MULLION
5
9B
6
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1" & 1/4" INFILL DETAILS
8
8A
2" (50.8)
9
9A
9B
7-1/2" (190.5)
2
6" (152.4)
6
EC 97911-099
JULY, 2016
SCALE 3" = 1'-0"
1
1A
2" (50.8)
JULY, 2016
EC 97911-099
ENTRANCE DETAILS (1" INFILL)
3
2
5
4
1
6
TRANSOM BAR
BUTT HUNG OR
OFFSET PIVOT WITH
SURFACE CLOSER
OR FLOOR CLOSER
B/H OR O/P
C/H
B/H OR O/P
2" (50.8)
1A
DOOR JAMB
2
BUTT HUNG OR
OFFSET PIVOT
TRANSOM BAR
BUTT HUNG OR OFFSET PIVOT
WITH SINGLE ACTING
CONCEALED OVERHEAD CLOSER
2" (50.8)
7/8" (22.2)
TYP.
4
3
DOOR JAMB
CENTER HUNG
TRANSOM BAR
6
2-1/2" (63.5)
CENTER HUNG
CONCEALED OVERHEAD
OR FLOOR CLOSER
1
1A
2" (50.8)
SCALE 3" = 1'-0"
DOOR JAMB
BUTT HUNG OR
OFFSET PIVOT
5
TRANSOM BAR
BUTT HUNG OR OFFSET PIVOT
WITH LCN CONCEALED
OVER HEAD CLOSER
OR SURFACE CLOSER
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90° OUTSIDE CORNER
90° INSIDE CORNER
2-1
/2"
2"
1/
2-
5)
3.
(6
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(63
.5)
90° OUTSIDE CORNER
135° OUTSIDE CORNER
135° OUTSIDE CORNER
135° INSIDE CORNER
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CORNERS
8
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SCALE 3" = 1'-0"
NOTE: 6" SYSTEM SHOWN, 7-1/2" SYSTEM SIMILAR.
JULY, 2016
EC 97911-099
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GLASSventTM WINDOWS FOR CURTAIN WALL/WINDOWS
SCALE 3" = 1'-0"
GLASSventTM WINDOWS
FOR CURTAIN WALL
HEAD
SILL
JAMB
NOTE: Project-out GLASSvent™ window shown
AATM 900 THERMAL WINDOWS
NOTE: Other vent types can be accommodated. Contact your
Kawneer representative for other options.
HEAD
SILL
JAMB
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1
JAMB MULLION
AT SPANDREL
(With vapor barrier tie-in)
2
MULLION AT SPANDREL
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4
HEAD TRANSOM AT PARAPET FLASHING
5
MULLION LENGTH
BACKPAN AND MISCELLANEOUS DETAILS
EXPANSION JOINT
5
2" (50.8)
TYPICAL DEADLOAD ANCHOR
6
TRANSOM – SPANDREL OVER VISION
kawneer.com
4
2" (50.8)
6
MULLION LENGTH
3/8" (9.5)
1/8" (3.2)
D.L.O.
1-1/2"
(38.1)
3-1/4" (82.6)
6" (152.4)
2-3/8" (60.3)
2
CONSTRUCTION JOINT
1/2" (12.7) MAX (ALLOWS +/-1/4" MOVEMENT)
1/2" (12.7)
NOTE:6" SYSTEM SHOWN,
7-1/2" SYSTEM SIMILAR
D.L.O.
1
6" (152.4)
10
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SCALE 3" = 1'-0"
3
3
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11
MISCELLANEOUS FRAMING
SCALE 3" = 1'-0"
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.
WITH VAPOR BARRIER TIE-IN
2-3/4"
(69.85)
VARIES
2"
(50.8)
2"
(50.8)
DOUBLE MULLION
OPTIONAL MULLION
OPTIONAL MULLION
OPTIONAL COVER
069263
GYPSUM BOARD TRIM
STOOL TRIM OPTIONS:
069264 - 2-3/4" (69.9)
069265 - 4-1/2" (114.3)
069266 - 5" (127.0)
069267 - 6-1/8" (155.6)
069268 - 6-3/4" (171.4)
2"
(50.8)
5"
(127)
7"
(177.8)
2-3/4"
(69.85)
WITH FIBERGLASS
PRESSURE PLATE
NOTE:
STOOL TRIMS REQUIRE 069271 TRIM CLIP PACKAGE
INTERIOR STOOL TRIM
kawneer.com
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MINIMUM
1 PO
(25,4 MM)
1" (25.4)
MINIMUM
ANCHORING TO FLOOR SLAB
MINIMUM
1 PO
(25,4 MM)
1" (25.4)
MINIMUM
ANCHORING TO SUPPORT STEEL
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ANCHORING
12
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Actual project conditions will determine specific anchor design. Details on this page are for reference only.
JULY, 2016
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EC 97911-099
ANCHORING
Actual project conditions will determine specific anchor design. Details on this page are for reference only.
MINIMUM
1 PO
(25,4 MM)
1" (25.4)
MINIMUM
ANCHORING TO HORIZONTAL
STRUCTURAL STEEL
MINIMUM
1 PO
(25,4 MM)
1" (25.4)
MINIMUM
ANCHORING TO VERTICAL
STRUCTURAL STEEL
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14
WIND LOAD / DEAD LOAD CHARTS
JULY, 2016
EC 97911-099
DEADLOAD CHARTS
Horizontal or deadload limitations are based upon 1/8" (3.2), maximum allowable deflection at the center of an
intermediate horizontal member. The accompanying charts are calculated for 1" (25.4) thick insulating glass or 1/4" (6.4)
thick glass supported on two setting blocks placed at the loading points shown.
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Mullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4"
above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress
and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa). Charted
curves, in all cases are for the limiting value. Wind load charts contained herein are based upon nominal wind load
utilized in allowable stress design. A conversion from Load Resistance Factor Design (LRFD) is provided. To convert
ultimate wind loads to nominal loads, multiply ultimate wind loads by a factor of 0.6 per ASCE/SEI 7. A 4/3 increase in
allowable stress has not been used to develop these curves. For special situations not covered by these curves, contact
your Kawneer representative for additional information.
WIND LOAD CHARTS
JULY, 2016
EC 97911-099
WIND LOAD CHARTS (1/4" and 1" INFILL)
A=
B=
C=
D=
E=
METERS
1.0
2.0
18
5.0
TWIN SPAN
METERS
1.0
9.0
29
15
27
14
26
6
E
2.0
20
1
18
3
4
5
6
7
B
5.0
C
14
D
4.0
13
I = 4.657(193.84 x 104)
S = 1.816(29.76 x 103)
2
6.0
19
15
178001
1
A
21
16
1.0
7.0
22
4
2
E
12
0
8
1
2
3
4
5
6
7
MULLION CENTERS IN FEET
SINGLE SPAN
TWIN SPAN
METERS
METERS
1.0
1.0
2.0
8
2.0
30
18
9.0
5.0
29
16
28
15
27
14
26
4.0
10
3.0
B
9
C
D
E
8
7
2.0
6
METERS
A
MULLION HEIGHT IN FEET
11
6" (152.4)
12
MULLION HEIGHT
EQUAL
EQUAL
25
MULLION HEIGHT
13
23
21
B
20
6.0
19
18
4
16
C
5.0
D
15
178002
2
7.0
22
17
1.0
A
24
5
3
8.0
E
14
4.0
13
1
0
0
1
2
3
4
5
6
7
8
I = 6.042(251.49 x 104)
S = 2.380(39.00 x 103)
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12
0
1
2
3
4
5
6
7
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METERS
17
23
17
0
24
5
3
8.0
25
7
B
C
D
8
MULLION HEIGHT
EQUAL
EQUAL
3.0
A
9
6" (152.4)
10
METERS
11
MULLION HEIGHT
4.0
12
2.0
30
28
0
LRFD Ultimate
Design Load
33 PSF (1580)
50 PSF (2400)
67 PSF (3200)
83 PSF (4000)
100 PSF (4790)
16
13
17
Allowable Stress
Design Load
20 PSF (960)
30 PSF (1440)
40 PSF (1920)
50 PSF (2400)
60 PSF (2880)
METERS
SINGLE SPAN
15
JULY, 2016
EC 97911-099
18
5.0
17
METERS
1.0
9.0
29
28
15
27
14
26
4.0
7
2.0
6
D
E
8
MULLION HEIGHT
EQUAL
EQUAL
3.0
C
9
7-1/2" (190.5)
10
METERS
B
MULLION HEIGHT
11
8.0
24
23
7.0
22
B
21
20
6.0
19
C
18
17
5
D
5.0
16
4
1.0
3
E
15
178003
2
14
4.0
13
1
I = 9.414(391.84 x 104)
S = 2.782(45.59 x 103)
0
0
1
2
3
4
5
6
7
12
0
8
1
2
3
4
5
6
7
SINGLE SPAN
TWIN SPAN
METERS
METERS
2.0
1.0
1.0
18
8
2.0
30
9.0
5.0
29
16
28
15
27
14
26
4.0
25
11
10
3.0
D
E
9
8
7
METERS
C
MULLION HEIGHT
EQUAL
EQUAL
B
7-1/2" (190.5)
12
MULLION HEIGHT
A
2.0
6
13
23
20
1
0
0
1
2
3
4
5
6
7
8
I = 12.059(501.93 x 104)
S = 3.580(58.67 x 103)
6.0
19
D
18
16
2
C
21
4
178004
7.0
22
17
1.0
B
24
5
3
8.0
METERS
17
A
25
A
12
2.0
30
16
13
TWIN SPAN
E
5.0
15
14
4.0
13
12
0
1
2
3
4
5
6
7
8
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2.0
1.0
LRFD Ultimate
Design Load
33 PSF (1580)
50 PSF (2400)
67 PSF (3200)
83 PSF (4000)
100 PSF (4790)
A=
B=
C=
D=
E=
METERS
Allowable Stress
Design Load
20 PSF (960)
30 PSF (1440)
40 PSF (1920)
50 PSF (2400)
60 PSF (2880)
SINGLE SPAN
METERS
16
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SINGLE SPAN
A=
B=
C=
D=
E=
METERS
2.0
1.0
18
5.0
16
TWIN SPAN
METERS
1.0
9.0
33
7
2.0
6
29
28
27
26
25
23
22
4
21
3
2
1
3
4
5
6
7
5.0
8
E
19
4.0
18
Ia = 9.414(391.84 x 104)
Sa = 2.782(45.59 x 103)
Is = 2.111(87.87 x 104)
Ss = 1.108(18.16 x 103)
0
2
D
20
178003
W/162302
1
6.0
C
24
5
1.0
7.0
B
METERS
8
MULLION HEIGHT
EQUAL
EQUAL
3.0
E
9
7-1/2" (190.5)
10
METERS
C
D
11
MULLION HEIGHT
30
B
12
8.0
31
4.0
13
17
0
1
2
3
4
5
6
7
SINGLE SPAN
TWIN SPAN
METERS
METERS
1.0
2.0
8
2.0
35
18
9.0
5.0
17
34
33
16
A
14
32
4.0
8
7
2.0
6
3.0
9
MULLION HEIGHT
EQUAL
EQUAL
10
METERS
D
E
11
7-1/2" (190.5)
12
29
28
25
23
21
0
0
1
2
3
4
5
6
7
kawneer.com
8
E
5.0
20
178003
W/162302/303
1
6.0
D
24
4
2
C
26
22
1.0
7.0
27
5
3
B
30
C
MULLION HEIGHT
13
8.0
31
B
Ia = 9.414(391.84 x 104)
Sa = 2.782(45.59 x 103)
Is = 3.489(145.22 x 104)
Ss = 1.831(30.00 x 103)
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19
4.0
18
17
0
1
2
3
4
5
6
7
8
METERS
15
A
34
32
1.0
2.0
35
A
14
0
LRFD Ultimate
Design Load
33 PSF (1580)
50 PSF (2400)
67 PSF (3200)
83 PSF (4000)
100 PSF (4790)
15
17
Allowable Stress
Design Load
20 PSF (960)
30 PSF (1440)
40 PSF (1920)
50 PSF (2400)
60 PSF (2880)
17
JULY, 2016
EC 97911-099
2.0
18
5.0
17
16
METERS
1.0
14
9.0
34
33
32
4.0
7
2.0
6
8
MULLION HEIGHT
EQUAL
EQUAL
9
7-1/2" (190.5)
3.0
MULLION HEIGHT
10
METERS
11
29
28
7.0
27
C
26
25
6.0
24
D
23
22
5
5.0
E
21
4
1.0
3
20
178004
W/162302
2
1
0
1
2
3
4
5
6
7
19
8
4.0
18
Ia = 12.059(501.93 x 104)
Sa = 3.580(58.67 x 103)
Is = 2.111(87.87 x 104)
Ss = 1.108(18.16 x 103)
0
17
0
1
2
3
4
5
6
7
SINGLE SPAN
TWIN SPAN
METERS
METERS
1.0
2.0
1.0
8
2.0
35
18
9.0
5.0
17
34
A
16
B
33
32
15
B
13
C
D
E
4.0
8
7
2.0
6
3.0
9
MULLION HEIGHT
EQUAL
EQUAL
10
7-1/2" (190.5)
11
30
MULLION HEIGHT
12
29
26
1
2
3
4
5
6
7
8
Ia = 12.059(501.93 x 10 )
Sa = 3.580(58.67 x 103)
Is = 3.489(145.22 x 104)
Ss = 1.831(30.00 x 103)
5.0
19
4
0
E
23
20
178004
W/162302/303
0
6.0
24
21
1
D
25
4
2
7.0
27
22
1.0
C
28
5
3
8.0
31
METERS
14
METERS
B
30
C
D
E
12
8.0
31
B
13
2.0
35
A
15
TWIN SPAN
4.0
18
17
0
1
2
3
4
5
6
7
8
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1.0
LRFD Ultimate
Design Load
33 PSF (1580)
50 PSF (2400)
67 PSF (3200)
83 PSF (4000)
100 PSF (4790)
A=
B=
C=
D=
E=
METERS
Allowable Stress
Design Load
20 PSF (960)
30 PSF (1440)
40 PSF (1920)
50 PSF (2400)
60 PSF (2880)
SINGLE SPAN
METERS
18
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EC 97911-099
DEADLOAD CHARTS (TUBULAR)
A - 1" GLASS (1/4 POINT LOADING)
B - 1" GLASS (1/8 POINT LOADING)
C - 1/4" GLASS (1/4 POINT LOADING)
D - 1/4" GLASS (1/8 POINT LOADING)
6" (152.4)
178002
METERS
1.0
1.0
2.0
16
16
15
15
14
2.0
14
4.0
13
4.0
13
12
11
10
METERS
3.0
9
8
D
7
2.0
6
11
10
3.0
9
8
D
7
2.0
6
5
5
C
B
4
2
C
B
4
1.0
3
1.0
3
2
A
A
1
0
1
2
3
4
5
6
7
8
0
1
2
3
4
SPAN IN FEET
7-1/2" (190.5)
7-1/2" (190.5)
METERS
1.0
6
7
8
178004
METERS
2.0
1.0
16
16
15
15
14
2.0
14
4.0
13
4.0
13
12
11
10
8
METERS
3.0
D
9
7
2.0
6
5
8
7
2.0
6
C
B
1.0
3
A
2
3.0
D
9
4
1.0
3
10
5
C
B
4
11
A
2
1
1
0
1
2
3
4
5
6
7
0
8
SPAN IN FEET
1
2
3
4
5
SPAN IN FEET
ADMD210EN
6
7
8
METERS
GLASS HEIGHT IN FEET
12
5
SPAN IN FEET
178003
METERS
12
1
6" (152.4)
METERS
178001
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19
JULY, 2016
DEADLOAD CHARTS (OPEN BACK)
EC 97911-099
A - 1" GLASS (1/4 POINT LOADING)
B - 1" GLASS (1/8 POINT LOADING)
C - 1/4" GLASS (1/4 POINT LOADING)
D - 1/4" GLASS (1/8 POINT LOADING)
178008
178012
(DOTTED)
7-1/2" (190.5)
178009
178013
(DOTTED)
METERS
METERS
2.0
16
15
15
14
14
4.0
13
4.0
13
12
10
3.0
9
8
METERS
11
7
2.0
6
5
11
10
3.0
9
8
METERS
12
7
2.0
6
5
4
1.0
3
2
1
0
1
2
3
4
5
6
7
8
D
4
D
1.0
3
C
B
A
C
B
A
2
1
0
1
2
3
4
5
SPAN IN FEET
SPAN IN FEET
6" (152.4)
7-1/2" (190.5)
178014 REINF.
6
7
8
178015 REINF.
178012
178013
METERS
METERS
1.0
2.0
1.0
16
16
15
15
2.0
14
14
4.0
13
4.0
13
12
12
11
10
8
D
7
METERS
3.0
9
2.0
6
11
10
3.0
D
9
8
7
2.0
6
C
B
5
5
C
B1.0
4
3
2
METERS
2.0
1.0
16
4
1.0
3
A
2
A
1
1
0
1
2
3
4
5
6
7
0
8
SPAN IN FEET
1
2
3
4
5
6
7
8
SPAN IN FEET
ADMD210EN
kawneer.com
1.0
6" (152.4)
20
JULY, 2016
EC 97911-099
THERMAL CHARTS
Generic Project Specific U-factor Example Calculation
(Percent of Glass will vary on specific products depending on sitelines)
(Based on single bay of Curtain Wall/Window Wall)
4'-0"
3'-0"
D.L.O. D.L.O.
2" Typ.
SPANDREL
8'-0"
D.L.O.
VISION
6'-0"
D.L.O.
SPANDREL
9'-0"
D.L.O.
31'
VISION
VISION
5'-0"
D.L.O.
Vision Area
Example Glass U-factor
= 0.28 Btu/(ft2 · h · °F)
Vision Area
= 5(9 + 8 + 4) = 105.0 ft2
Total Area (Vision)*
= 5' 2" (9' 3" + 8' 2" + 4' 2") = 111.5 ft2
Percentage of Vision Glass
= (Vision Area ÷ Total Area)100
= (105.0 ÷ 111.5)100 = 94%
2" Typ.
* Area taken to the centerlines of vertical mullions and centerline
of horizontal at spandrels.
kawneer.com
ADMD210EN
21
System U-factor vs Percent of Vision Area
0.80
90
0.70
85
80
ADMD210EN
75
0.50
0.40
0.34
0.30
THERMAL CHARTS
Based on a single curtain wall bay of 94% vision glass and center
of glass U-factor of 0.28, System U-factor is equal to 0.34 Btu/(h·ft 2·°F)
kawneer.com
)
0.48
0.46
0.44
0.42
0.40
0.38
0.36
0.34
0.32
0.30
0.28
0.26
0.24
0.22
0.20
0.60
Btu
h·ft 2·°F
System U-factor
T
COG
U-factor
E IGN
PL S
M E
A D
EX FOR
O
(N
95
94%
22
EC 97911-099
JULY, 2016
Vision Area Chart
70
0.20
Vision Area / Total Area (%)
JULY, 2016
EC 97911-099
23
THERMAL CHARTS
1620 Curtain Wall
Note:
Values in parentheses are metric.
COG=Center of Glass.
Charts are generated per AAMA 507.
System U-Factor for Vision Glass
1.10
1.05
(6.00)
1.00
0.95
(5.50)
0.90
0.85
(5.00)
0.65
COG
U-factor
0.60
0.48 (2.73)
0.55
0.46 (2.61)
0.44 (2.50)
0.42 (2.39)
0.50
0.40 (2.27)
(4.50)
(4.00)
(3.50)
(3.00)
0.38 (2.16)
0.36 (2.05)
0.45
0.34 (1.93)
(2.50)
0.32 (1.82)
0.40
0.30 (1.71)
0.28 (1.59)
0.26 (1.48)
0.35
0.24 (1.37)
0.22 (1.25)
0.20 (1.14)
(2.00)
0.30
0.18 (1.02)
0.16 (0.91)
0.14 (0.80)
0.25
0.12 (0.68)
0.10 (0.57)
0.20
kawneer.com
ADMD210EN
(1.50)
System U-Factor (W/m2·°C)
0.75
System U-Factor (Btu/h·ft2·°F)
0.80
0.70
(6.50)
COG
SHGC
System Visible Transmittance (VT) vs Percent of Vision Area
COG
VT
Vision Ares / Total Area (%)
ADMD210EN
kawneer.com
THERMAL CHARTS
System SHGC
System VT
24
EC 97911-099
JULY, 2016
1620 Curtain Wall
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area
JULY, 2016
EC 97911-099
THERMAL PERFORMANCE MATRIX (NFRC SIZE)
1" GLAZING WITH
ALUMINUM PRESSURE PLATE
Thermal Transmittance 1 (BTU/hr • ft 2 • °F)
Overall U-Factor 4
0.48
0.61
0.46
0.59
0.44
0.58
0.42
0.56
0.40
0.54
0.38
0.53
0.36
0.51
0.34
0.49
0.32
0.48
0.30
0.46
0.28
0.44
0.26
0.43
0.24
0.41
0.22
0.39
0.20
0.38
0.18
0.35
0.16
0.34
0.14
0.32
0.12
0.30
0.10
0.29
NOTE:For glass values that are not listed, linear
interpolation is permitted.
1.
2.
3.
4.
SHGC Matrix 2
Glass U-Factor 3
kawneer.com
25
U-Factors are determined in accordance with NFRC 100.
SHGC and VT values are determined in accordance with
NFRC 200.
Glass properties are based on center of glass values and
are obtained from your glass supplier.
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").
Visible Transmittance 2
Glass SHGC 3
Overall SHGC 4
Glass VT 3
Overall VT 4
0.75
0.70
0.75
0.69
0.70
0.65
0.70
0.64
0.65
0.61
0.65
0.59
0.60
0.56
0.60
0.55
0.55
0.52
0.55
0.50
0.50
0.47
0.50
0.46
0.45
0.43
0.45
0.41
0.40
0.38
0.40
0.37
0.35
0.33
0.35
0.32
0.30
0.29
0.30
0.27
0.25
0.24
0.25
0.23
0.20
0.20
0.20
0.18
0.15
0.15
0.15
0.14
0.10
0.10
0.10
0.09
0.05
0.06
0.05
0.05
ADMD210EN
JULY, 2016
EC 97911-099
THERMAL CHARTS
1620 Fiberglass Pressure Plate Curtain Wall
(5.00)
0.80
(4.50)
0.75
0.70
(4.00)
0.60
COG
U-factor
0.55
0.48 (2.73)
0.46 (2.61)
0.50
0.44 (2.50)
0.42 (2.39)
0.45
0.40 (2.27)
0.38 (2.16)
0.36 (2.05)
0.40
0.34 (1.93)
(3.50)
(3.00)
(2.50)
System U-Factor (W/m2·°C)
0.65
0.32 (1.82)
0.30 (1.71)
0.35
0.28 (1.59)
(2.00)
0.26 (1.48)
0.24 (1.37)
0.30
0.22 (1.25)
0.20 (1.14)
0.18 (1.02)
0.25
(1.50)
0.16 (0.91)
0.14 (0.80)
0.20
0.12 (0.68)
0.10 (0.57)
(1.00)
0.15
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.
ADMD210EN
kawneer.com
0.85
System U-Factor for Vision Glass
Note:
Values in parentheses are metric.
COG = Center of Glass.
Charts are generated per AMMA 507
System U-Factor (Btu/h·ft2·°F)
26
System VT
System SHGC
JULY, 2016
kawneer.com
EC 97911-099
ADMD210EN
27
THERMAL CHARTS
1620 Fiberglass Pressure Plate Curtain Wall
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area
COG
SHGC
System Visible Transmittance (VT) vs Percent of Vision Area
COG
VT
JULY, 2016
EC 97911-099
THERMAL PERFORMANCE MATRIX (NFRC SIZE)
Overall U-Factor 4
0.48
0.56
0.46
0.54
0.44
0.52
0.42
0.50
0.40
0.49
0.38
0.47
0.36
0.45
0.34
0.44
0.32
0.42
0.30
0.40
0.28
0.39
0.26
0.37
0.24
0.35
0.22
0.34
0.20
0.32
0.18
0.30
0.16
0.28
0.14
0.26
0.12
0.24
0.10
0.23
NOTE:For glass values that are not listed, linear
interpolation is permitted.
1.
2.
3.
4.
SHGC Matrix 2
U-Factors are determined in accordance with NFRC 100.
SHGC and VT values are determined in accordance with
NFRC 200.
Glass properties are based on center of glass values and
are obtained from your glass supplier.
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").
Visible Transmittance 2
Glass SHGC 3
Overall SHGC 4
Glass VT 3
Overall VT 4
0.75
0.70
0.75
0.69
0.70
0.65
0.70
0.64
0.65
0.60
0.65
0.59
0.60
0.56
0.60
0.55
0.55
0.51
0.55
0.50
0.50
0.47
0.50
0.46
0.45
0.42
0.45
0.41
0.40
0.38
0.40
0.37
0.35
0.33
0.35
0.32
0.30
0.28
0.30
0.27
0.25
0.24
0.25
0.23
0.20
0.19
0.20
0.18
0.15
0.15
0.15
0.14
0.10
0.10
0.10
0.09
0.05
0.06
0.05
0.05
ADMD210EN
kawneer.com
Glass U-Factor 3
1" GLAZING WITH
FIBERGLASS PRESSURE PLATE
Thermal Transmittance 1 (BTU/hr • ft 2 • °F)
28

1620 Curtain Wall System

Transcription

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