2500 UT U S 1 - Arconic · 1 E 1121 2500 UT U ® S ADMD230EN DECEMBER, 2019 FEATURES For specific...

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1

EC 97911-217

2500 UT Unitwall® System

ADMD230EN

DECEMBER, 2019FEATURES

For specific product applications,consult your Kawneer representative.

Features• 2500 UT Unitwall is a pre-glazed unitized curtain wall• 2-1/2" (63.5) sight line and 7-1/2" (190.5) captured system depth or 6-1/2" (165.1) 4-side SSG system depth• Patented polyamide thermal break• Screw spline shop assembly• Shop glazed infill options: - 1" (25.4) insulating vision - 1" (25.4) insulating spandrel• Three system types available: - Captured - 4-sided SSG (all glass exterior look) - 2-sided Vertical SSG (Captured-Horizontal)• No exterior applied joint seals. Can be fully installed from inside, saving installation costs• Available spandrel back panning with enhanced pressure equalized venting/weeping options• Exterior re-glazing capability• 90° and 135° inside and outside corners• Top of slab fully adjustable anchoring ±1" in & out, up & down and left & right• Fully tested to North American Standards, including thermal and acoustical• Two color option• Permanodic® anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Steel reinforcing available• Accepts GLASSvent® UT windows with captured system type• Profit$Maker® Plus die sets available

Product Applications• Suitable for new construction or remodel• Ideal for mid-rise and high-rise applications

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EC 97911-217


ADMD230EN

DECEMBER, 2019BLANK PAGE

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EC 97911-217


ADMD230EN

DECEMBER, 2019

PICTORIAL VIEWS ..............................................................................4, 5TYPICAL DETAILS (CAPTURED SYSTEM) ...........................................6TYPICAL DETAILS (4-SIDED SSG SYSTEM) ........................................7TYPICAL DETAILS (VERTICAL SSG SYSTEM) ....................................8CORNER DETAILS ............................................................................9, 10GLASSvent® UT WINDOWS ................................................................ 11ANCHORING .........................................................................................12WIND LOAD CHARTS ......................................................................13-16DEADLOAD CHARTS ...........................................................................17THERMAL CHARTS .........................................................................18-26

INDEX

Architects – Most extrusions 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.

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

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EC 97911-217


ADMD230EN

DECEMBER, 2019PICTORIAL VIEW

TYPICAL UNIT(CAPTURED SYSTEM)

INTERIOR

EXTERIOR

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EC 97911-217


ADMD230EN

DECEMBER, 2019PICTORIAL VIEW

CAPTURED SYSTEM SHOWN

EXTERIOR

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EC 97911-217

7 1/2"

2 1/

2"(6

3.5)

(190.5)

1

3

2

4

5 6 7

6A

4

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3

1

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2

2

6


ADMD230EN

DECEMBER, 2019TYPICAL DETAILS (CAPTURED SYSTEM)

TYPICAL ELEVATION(CAPTURED SYSTEM)

Additional information and CAD details are available at www.kawneer.com

OPTIONAL STEELREINFORCINGAS REQUIRED

Structural Silicone Sealant(by Others)*

* INSTALLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulating Glass Unit Manufacturer.

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EC 97911-217

6 1/2"

2 1/

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3.5)

(165.1)

1

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ADMD230EN

DECEMBER, 2019TYPICAL DETAILS (4-SIDED SSG SYSTEM)

TYPICAL ELEVATION(4-SIDED SSG SYSTEM)





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EC 97911-217

1

3

2

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5 6 7

6A

4

5 6

3

1

7

2

2

6

7 1/2"

2 1/

2"(6

3.5)

(190.5)


ADMD230EN

DECEMBER, 2019TYPICAL DETAILS (VERTICAL SSG SYSTEM)

TYPICAL ELEVATION(VERTICAL SSG SYSTEM)





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EC 97911-217


ADMD230EN

DECEMBER, 2019CORNER DETAILS (CAPTURED SYSTEM)

90° OUTSIDE CORNER

135° OUTSIDE CORNER

90° INSIDE CORNER

135° INSIDE CORNER




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EC 97911-217


ADMD230EN

DECEMBER, 2019CORNER DETAILS (SSG SYSTEM)

90° SSG OUTSIDE CORNER

135° SSG OUTSIDE CORNER

90° SSG INSIDE CORNER

135° SSG INSIDE CORNER




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EC 97911-217


ADMD230EN

DECEMBER, 2019GLASSvent® UT WINDOWS

HEAD

SILL

JAMB

Project-Out GLASSvent® UT Window ShownCasement Window Similar

(With Captured System Only)



Trim Cover available in#29 Black anodized finish only


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EC 97911-217

A A

5-1/4" (133.4)

8" (203.2)

1-5/

16"

(33)

3/4"

(19)

2-1/

8"(5

4)2-

1/8"

(54)

9/16"(14)

6" (152)2-7/16"

(62)

±1" (25.4)

9/16"(14)

2-3/

4"(7

0)

±1" (25.4)

9/16"(14)

6" (152)2-7/16"

(62)9/16"(14)

2-3/

4"(7

0)


ADMD230EN

DECEMBER, 2019ANCHORING

SEE SECTION CUTS BELOW

ANCHOR AT JAMB ANCHOR AT MULLION

2" Nominal

±1" Building Tolerance

±1" B

uild

ing

Tole

ranc

e

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EC 97911-217


ADMD230EN

DECEMBER, 2019

DEADLOAD CHARTSHorizontal 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.

WIND LOAD CHARTSMullions 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 12,000 psi (82.74 MPa), STEEL 20,000 psi (137.90 MPa). 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 / DEAD LOAD CHARTS

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EC 97911-217

427001 427002

I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8


ADMD230EN

DECEMBER, 2019WIND LOAD CHARTS

MULLION CENTERS IN FEET

MU

LLIO

N H

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HT

IN F

EET

MULLION CENTERS IN METERS

MU

LLIO

N H

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HT

IN M

ETER

S

SINGLE SPAN


MU

LLIO

N H

EIG

HT

IN F

EET


MU

LLIO

N H

EIG

HT

IN M

ETER

S

When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor.

*MULTI-SPAN24" SPLICE LOCATION

SSG Structural Silicone Limit - Silicone joint contact is .625".


MU

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IN F

EET


MU

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IN M

ETER

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MU

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HT

IN F

EET


MU

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N H

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HT

IN M

ETER

S


Allowable Stress Design Load

LRFD Ultimate Design Load

A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 60 PSF (2880) 100 PSF (4790)

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kawneer.com

15

EC 97911-217

A

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

A

427001 427002

A

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E


ADMD230EN

DECEMBER, 2019


MU

LLIO

N H

EIG

HT

IN F

EET


MU

LLIO

N H

EIG

HT

IN M

ETER

S

SINGLE SPANwith 1/2" x 3-1/2" Steel Bar

MULLION CENTERS IN FEETM

ULL

ION

HEI

GH

T IN

FEE

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MU

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IN M

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*MULTI-SPAN 24" SPLICE LOCATIONwith 1/2" x 3-1/2" Steel Bar


MU

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IN F

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MU

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IN M

ETER

S



MU

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N H

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HT

IN F

EET


MU

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N H

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IN M

ETER

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WIND LOAD CHARTS



(Aluminum)I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

WITH 1/2" x 3-1/2"STEEL BAR

(Steel)I = 1.786 (74.34 x 104)S = 1.021 (16.73 x 103)




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kawneer.com

16

EC 97911-217

427001 427002

A

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E


ADMD230EN

DECEMBER, 2019


MU

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HT

IN F

EET


MU

LLIO

N H

EIG

HT

IN M

ETER

S


MU

LLIO

N H

EIG

HT

IN F

EET


MU

LLIO

N H

EIG

HT

IN M

ETER

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*MULTI-SPAN 24" SPLICE LOCATIONwith (2) 1/2" x 3-1/2" Steel Bars


(Aluminum)I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

WITH (2) 1/2" x 3-1/2"STEEL BARS

(Steel)I = 3.572 (148.67 x 104)S = 2.041 (33.44 x 103)


MU

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N H

EIG

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IN F

EET


MU

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N H

EIG

HT

IN M

ETER

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MU

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N H

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HT

IN F

EET


MU

LLIO

N H

EIG

HT

IN M

ETER

S


SINGLE SPANwith (2) 1/2" x 3-1/2" Steel Bars





MU

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IN F

EET


MU

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N H

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IN M

ETER

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MU

LLIO

N H

EIG

HT

IN F

EET


MU

LLIO

N H

EIG

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IN M

ETER

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(Aluminum)I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

(Steel)I = 3.572 (148.67 x 104)S = 2.041 (33.44 x 103)


MU

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IN F

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MU

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MU

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IN F

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MU

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SINGLE SPANwith (2) 1/2" x 3-1/2" Steel Bars




WIND LOAD CHARTS

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kawneer.com

17

EC 97911-217

8765432100

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

201.0 2.0

6.0

5.0

4.0

3.0

2.0

1.0B

A

8765432100

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

201.0 2.0

6.0

5.0

4.0

3.0

2.0

1.0

B

A

I = 1.018 (42.37 x 104)S = 0.728 (11.93 x 103)

I = 1.967 (81.87 x 104)S = 1.515 (24.83 x 103)

427042

427013

427042427013

I = 1.967 (81.87 x 104)S = 1.515 (24.83 x 103)

427013


ADMD230EN

DECEMBER, 2019DEADLOAD CHARTS

A = 1" GLASS (1/4 POINT LOADING)B = 1" GLASS (1/8 POINT LOADING)

SPAN IN FEETG

LASS

HEI

GH

T IN

FEE

T

SPAN IN METERS

GLA

SS H

EIG

HT

IN M

ETER

S

SPAN IN FEET

GLA

SS H

EIG

HT

IN F

EET

SPAN IN METERS

GLA

SS H

EIG

HT

IN M

ETER

S

DEADLOAD CHARTS

A = 1" GLASS (1/4 POINT LOADING)B = 1" GLASS (1/8 POINT LOADING)

SPAN IN FEETG

LASS

HEI

GH

T IN

FEE

T

SPAN IN METERS

GLA

SS H

EIG

HT

IN M

ETER

S

SPAN IN FEET

GLA

SS H

EIG

HT

IN F

EET

SPAN IN METERS

GLA

SS H

EIG

HT

IN M

ETER

S

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18

EC 97911-217

2-1/2" Typ.

3'-0

"4'

-0"

8'-0

"6'

-0"

9'-0

"

31'-3

"

5'-0"

2-1/

2"Ty

p.


ADMD230EN

DECEMBER, 2019THERMAL CHARTS

Vision Area Example Glass U-factor = 0.42 Btu/(ft2 · h · °F)

Vision Area = 5(9 + 8 + 4) = 105.0 ft2

Total Area (Vision) = 5' 2-1/2" (9' 3-3/4" + 8' 2-1/2" + 4' 2-1/2") = 113.2 ft2

Percentage of Vision Glass = (Vision Area ÷ Total Area)100 = (105.0 ÷ 113.2)100 = 93%Spandrel Area

Example Spandrel R-value = 15 (ft2 · h · °F)/Btu

Spandrel Area = 5(6 + 3) = 45.0 ft2

Total Area (Spandrel) = 5' 2-1/2" (6' 2-1/2" + 3' 3-3/4") = 49.6 ft2

Percent of Spandrel = (Spandrel Area ÷ Total Area)100 = (45.0 ÷ 49.6)100 = 91%

SPANDREL

VISION

VISION

SPANDREL

VISION

D.L.O.

D.L

.O.

D.L

.O.

D.L

.O.

D.L

.O.

D.L

.O.

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)

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kawneer.com

19

EC 97911-217

0.4793

%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

0.21

91%

2.00

3.00

4.00

5.00

11.0015.0019.0030.00

0.60

0.50

0.40

0.30

0.20

95 90 85 80 75 700.10


ADMD230EN

DECEMBER, 2019

Based on 93% glass and center of glass U-Factor of 0.42System U-Factor is equal to 0.47 Btu/hr • ft2 • °F

THERMAL CHARTS

Vision Area Chart

Spandrel Area Chart

System U-factor vs Percent of Vision Area

COGU-Factor

Spandrel R-value

System U-factor vs Percent of Spandrel Area

Vision Area / Total Area (%)

Spandrel Area / Total Area (%)

Based on 91% spandrel and center of spandrel R-value of 15, system U-factor is equal to 0.21 Btu/hr • ft2 • °F

EXAMPLE

(NOT FOR DESIGN)

EXAMPLE

(NOT FOR DESIGN)

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

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kawneer.com

20

EC 97911-217

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

0.18

0.16

0.14

0.12

0.10

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

707580859095


ADMD230EN


System U-Factor vs Percent of Glass Area

Vision Area / Total Area %

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

COGU-Factor

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.

CAPTURED SYSTEMAluminum Glazing Spacer

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kawneer.com

21

EC 97911-217

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

707580859095

R2

R3

R4R5

R11

R15

R19R30

R19 wrapR30 wrap


ADMD230EN

DECEMBER, 2019

Note:R-Values indicates center of spandrel value. R-wrap indicates insulation covering interior mullions. Charts are generated per AAMA 507.

Spandrel R-Value

System U-Factors for Spandrel Glass

Spandrel Area / Total Area (%)

THERMAL CHARTS

Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

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EC 97911-217

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095


ADMD230EN


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

Vision Area / Total Area %(Total Daylight Opening / Projected Area)

COGSHGC

Charts are generated per AAMA 507

Syst

em S

HG

C

Visible Transmittance (VT) vs Percent of Vision Area


COGVT

Syst

em V

T

CAPTURED SYSTEMAluminum Glazing Spacer

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EC 97911-217


ADMD230EN

DECEMBER, 2019THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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 2,000 mm wide by 2,000 mm high (78-3/4" by 78-3/4").

Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4

0.48 0.530.46 0.510.44 0.500.42 0.480.40 0.460.38 0.450.36 0.430.34 0.410.32 0.400.30 0.380.28 0.360.26 0.340.24 0.330.22 0.310.20 0.290.18 0.270.16 0.250.14 0.230.12 0.220.10 0.20

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.670.70 0.630.65 0.580.60 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 0.100.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.670.70 0.620.65 0.580.60 0.530.55 0.490.50 0.440.45 0.400.40 0.360.35 0.310.30 0.270.25 0.220.20 0.180.15 0.130.10 0.090.05 0.04

CAPTURED SYSTEM1" Glazing - Aluminum Glazing Spacer

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24

EC 97911-217

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

0.18

0.16

0.14

0.12

0.10

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

707580859095


ADMD230EN

DECEMBER, 2019

System U-Factor vs Percent of Glass Area

Vision Area / Total Area %

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

COGU-Factor

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

4-SIDED SSG SYSTEMAluminum Glazing Spacer

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25

EC 97911-217

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095


ADMD230EN

DECEMBER, 2019

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


COGSHGC

Charts are generated per AAMA 507

Syst

em S

HG

C

Visible Transmittance (VT) vs Percent of Vision Area


COGVT

Syst

em V

T

THERMAL CHARTS

4-SIDED SSG SYSTEMAluminum Glazing Spacer

Kaw

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rese

rves

the

right

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hang

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nfigu

ratio

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kawneer.com

26

EC 97911-217


ADMD230EN

DECEMBER, 2019THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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 2,000 mm wide by 2,000 mm high (78-3/4" by 78-3/4").

Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4

0.48 0.540.46 0.530.44 0.510.42 0.490.40 0.480.38 0.460.36 0.440.34 0.420.32 0.410.30 0.390.28 0.370.26 0.360.24 0.340.22 0.320.20 0.300.18 0.280.16 0.260.14 0.240.12 0.220.10 0.21

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.690.70 0.640.65 0.600.60 0.550.55 0.510.50 0.460.45 0.420.40 0.370.35 0.330.30 0.280.25 0.240.20 0.190.15 0.150.10 0.100.05 0.06

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.670.70 0.630.65 0.580.60 0.540.55 0.490.50 0.450.45 0.400.40 0.360.35 0.310.30 0.270.25 0.220.20 0.180.15 0.130.10 0.090.05 0.04

4-SIDED SSG SYSTEM1" Glazing - Aluminum Glazing Spacer

2500 UT U S 1 - Arconic · 1 E 1121 2500 UT U ® S ADMD230EN DECEMBER, 2019 FEATURES For specific...

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Transcript of 2500 UT U S 1 - Arconic · 1 E 1121 2500 UT U ® S ADMD230EN DECEMBER, 2019 FEATURES For specific...