1620 SSG Curtain Wall System - kawneer.com · • 1620 SSG is an outside glazed structurally...

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1

EC 97911-210

1620 SSG Curtain Wall System

ADMD211EN

JUNE, 2019

Features• 1620 SSG is an outside glazed structurally silicone glazed curtain wall• 1620 SSG 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• 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• Rain screen and backpans • Deep covers• Fiberglass pressure plates• Heavy-weight mullions• Profit$MakerTM Plus die sets

Product Applications• Ideal for low to mid-rise applications where high performance is desired

FEATURES

For specific product applications,consult your Kawneer representative.

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2

EC 97911-210


ADMD211EN

JUNE, 2019BLANK PAGE

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3

EC 97911-210


ADMD211EN

JUNE, 2019

PICTORIAL VIEW ................................................................................51" & 1/4" INFILL DETAILS .................................................................6ENTRANCE DETAILS ......................................................................7,8CORNERS ............................................................................................9SPLAYED MULLION OPTIONS ........................................................10BACKPAN AND MISCELLANEOUS DETAILS .................................11MISCELLANEOUS FRAMING ...........................................................12ANCHORING ................................................................................13,14WIND LOAD CHARTS ................................................................. 15-22DEADLOAD CHARTS ................................................................. 23-24THERMAL CHARTS ................................................................... 25-32

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.

INDEX

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 97911-210


ADMD211EN

JUNE, 2019BLANK PAGE

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5

EC 97911-210


ADMD211EN

JUNE, 2019PICTORIAL VIEW

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6

EC 97911-210

1

3

2

4

5

66A

1A

88A

7

99A9B

1A

2

3

4

5

66A

9B

1

7

8

8A

6" (152.4)

2" (

50.8

)

7-1/2" (190.5)

3-3/

4" (

95.3

)

2" (50.8)

5-1/

4" (

133.

4)

9

9A


ADMD211EN

JUNE, 2019

ELEVATION IS NUMBER KEYED TO DETAILS

1" & 1/4" INFILL DETAILS

HEAVY VERTICAL MULLION

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

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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7

EC 97911-210

2-1/

2" (

63.5

)

1

2

4

6

3

1A

5

2 4

11A 3

6

5

2" (

50.8

)

7/8" (22.2)TYP.

2" (

50.8

)2"

(50

.8)


ADMD211EN

JUNE, 2019


TRANSOM BARBUTT HUNG OR OFFSET PIVOT

WITH LCN CONCEALED OVER HEAD CLOSER

OR SURFACE CLOSER

TRANSOM BARCENTER HUNG

CONCEALED OVERHEADOR FLOOR CLOSER

TRANSOM BARBUTT HUNG OR

OFFSET PIVOT WITHSURFACE CLOSEROR FLOOR CLOSER

TRANSOM BARBUTT HUNG OR OFFSET PIVOT

WITH SINGLE ACTINGCONCEALED OVERHEAD CLOSER

DOOR JAMBBUTT HUNG OROFFSET PIVOT

DOOR JAMBCENTER HUNG


ENTRANCE DETAILS (1" INFILL)

B/H OR O/P C/H B/H OR O/P


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8

EC 97911-210

2"(5

0.8)

1"(25.4)

2"(50.8)

1

2

2-1/

4"(5

7.2) 1/

8"(3

.2)

2"(5

0.8)

3

2"(50.8)

46

5

1"(2

5.4)

2"(5

0.8)

2"(5

0.8) 1/

8"(3

.2)

2"(5

0.8)

4 4

35

5A

2

1

4

6

2"(5

0.8) 1/

8"(3

.2)

2"(5

0.8) 5A


ADMD211EN

JUNE, 2019


TRANSOM BARSURFACE CLOSEROR FLOOR CLOSER


B/H OR O/P

THERMAL ENTRANCE DETAILS (1" INFILL)


TRANSOM BARCONCEALED CLOSER





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9

EC 97911-210

2-1/2" (63.5)

2-1/2" (63.5)

2-1/2" (63.5)

2-1/2" (63.5)


ADMD211EN

JUNE, 2019CORNERS

NOTE: 1" SYSTEM SHOWN, 1/4" SYSTEM SIMILAR.

90° OUTSIDE CORNER 90° INSIDE CORNER

135° INSIDE CORNER135° OUTSIDE CORNER




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10

EC 97911-210


ADMD211EN

JUNE, 2019SPLAYED MULLION OPTIONS

OUTSIDE SPLAYED MULLIONS

10° 20°

INSIDE SPLAYED MULLIONS

10° 20°

NOTE: 1" SYSTEM SHOWN, 1/4" SYSTEM SIMILAR.




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11

EC 97911-210

3

4

6

1 2

5

6

3

5 1 2

1/2"

(12

.7)

3/8"

(9.

5)

2-3/

8" (

60.3

)

1/8"

(3.

2)6"

(15

2.4)

1-1/

2"

3-1/

4" (

82.6

)2"

(50

.8)

(38.

1)

4

6" (

152.

4)

2" (50.8)


ADMD211EN

JUNE, 2019


NOTE: 6" SYSTEM SHOWN, 7-1/2" SYSTEM SIMILAR

HEAD TRANSOM AT PARAPET FLASHING

EXPANSION JOINT

TYPICAL DEADLOAD ANCHOR

TRANSOM – SPANDREL OVER VISION

JAMB MULLIONAT SPANDREL

(With vapor barrier tie-in)MULLION AT SPANDREL

CO

NST

RU

CTI

ON

JO

INT

1/2"

(12.

7) M

AX (A

LLO

WS

+/-1

/4" M

OVE

MEN

T)

MU

LLIO

N L

ENG

THM

ULL

ION

LEN

GTH

D.L

.O.

D.L

.O.

BACKPAN AND MISCELLANEOUS DETAILS




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12

EC 97911-2102"

(50.

8)

2"(50.8)

2-3/

4"(6

9.85

)

7"(1

77.8

)

2-3/

4"(6

9.85

)

2"(50.8)

2"(50.8)

2-3/

4"(6

9.85

)

5"(1

27)


ADMD211EN

JUNE, 2019

INTERIOR STOOL TRIM

DOUBLE MULLION

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.

MISCELLANEOUS FRAMING

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)

069263GYPSUM BOARD TRIM

NOTE:STOOL TRIMS REQUIRE 069271 TRIM CLIP PACKAGE

VARIES

WITH FIBERGLASS PRESSURE PLATE

WITH VAPOR BARRIER TIE-IN

OPTIONAL MULLIONOPTIONAL COVER

OPTIONAL SSG MULLIONOPTIONAL MULLION




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13

EC 97911-210

1" (25.4) MINIMUM

1" (25.4) MINIMUM


ADMD211EN

JUNE, 2019

Actual project conditions will determine specific anchor design. Details on this page are for reference only.

ANCHORING TO FLOOR SLAB

ANCHORING TO SUPPORT STEEL

ANCHORING



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kawneer.com

14

EC 97911-210

1" (25.4) MINIMUM

1" (25.4) MINIMUM


ADMD211EN

JUNE, 2019

ANCHORING TO HORIZONTAL STRUCTURAL STEEL

ANCHORING TO VERTICAL STRUCTURAL STEEL

Actual project conditions will determine specific anchor design. Details on this page are for reference only.

ANCHORING



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15

EC 97911-210


ADMD211EN

JUNE, 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 15,152 psi (104 MPa), STEEL 30,000 psi (207 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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16

EC 97911-210

178023

178024

0

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

C

12

16

15

14

B

13

6D

1 2 3 4 5 6 7 8

17

18

5.0

EA

0

2.0

4.0

1.0

C

12

16

15

14B

13

D

E

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

A

0

2.0

4.0

1.0

C

12

16

15

14B

13

D

E

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

0

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

C

12

16

15

14

B

13

6

D

E

1 2 3 4 5 6 7 8

17

18

5.0

3-3/

4" (

95.3

)3-

3/4"

(95

.3)


ADMD211EN

JUNE, 2019

I = 2.712(112.88 x 104)S = 1.416(23.2 x 103)

SINGLE SPAN TWIN SPAN

I = 3.260(135.69 x 104)S = 1.712(28.05 x 103)


WIND LOAD CHARTS (1/4" and 1" INFILL)

MU

LLIO

N H

EIG

HT

MU

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N H

EIG

HT

EQU

AL

EQU

AL

METERS

MULLION CENTERS IN FEET

MET

ERS

MU

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N H

EIG

HT

IN F

EET

METERS


MET

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MU

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N H

EIG

HT

IN F

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METERS


MET

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MU

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N H

EIG

HT

IN F

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METERS


MET

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MU

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N H

EIG

HT

IN F

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MU

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N H

EIG

HT

MU

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N H

EIG

HT

EQU

AL

EQU

AL

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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17

EC 97911-210

178026

178025

0

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8C

12

16

15

14

B

13

6

D

E

1 2 3 4 5 6 7 8

17

18

5.0

A

0

2.0

4.0

1.0

C

12

16

15

14

B

13

D

E

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

A

0

2.0

4.0

1.0

C

12

16

15

14

B

13

D

E

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

0

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8C

12

16

15

14

B

13

6

D

E

1 2 3 4 5 6 7 8

17

18

5.0

5-1/

4" (

133.

4)5-

1/4"

(13

3.4)


ADMD211EN

JUNE, 2019

I = 7.257(302.06 x 104)S = 2.730(44.74 x 103)

I = 5.707(237.54 x 104)S = 2.132(34.94 x 103)



METERS


MET

ERS

MU

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N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

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N H

EIG

HT

IN F

EET

METERS


MET

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MU

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N H

EIG

HT

IN F

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METERS


MET

ERS

MU

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N H

EIG

HT

IN F

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MU

LLIO

N H

EIG

HT

MU

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N H

EIG

HT

EQU

AL

EQU

AL

MU

LLIO

N H

EIG

HT

MU

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N H

EIG

HT

EQU

AL

EQU

AL

SINGLE SPAN TWIN SPANAllowable Stress Design Load



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kawneer.com

18

EC 97911-210

0

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

C

12

16

15

14

B

13

6

D

E

1 2 3 4 5 6 7 8

17

18

5.0

A

0

2.0

4.0

1.0

C

B

D

1 2 3 4 5 6 7 8 17

18

30

5.0

6.0

7.0

8.0

9.0

29

28

27

26

25

24

23

21

20

19

22

31

32

33

34

35

E

0

2.0 1.0

C

B

D

E

1 2 3 4 5 6 7 8

30

7.0

8.0

9.0

29

28

27

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

10.0

11.0

12.0

A

0

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

C 12

16

15

14

B

13

6

D

E

1 2 3 4 5 6 7 8

17

18

5.0

5-1/

4" (

133.

4)5-

1/4"

(13

3.4)


ADMD211EN

JUNE, 2019




MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

Ia = 7.257(302.06 x 104)Sa = 2.730(44.74 x 103)Is = 2.111(87.87 x 104)Ss = 1.108(18.16 x 103)

178026W/162302

Ia = 7.257(302.06 x 104)Sa = 2.730(44.74 x 103)Is = 3.489(145.22 x 104)Ss = 1.831(30.00 x 103)

178026W/162302/303




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19

EC 97911-210

178001

178002

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

BCD

E

5.0

0

2.0

4.0

1.0

12

16

15

14

13

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

A

B

C

D

E

0

2.0

4.0

1.0

12

16

15

14

13

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

A

B

C

D

E

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

B

CDE

5.0

6" (

152.

4)6"

(15

2.4)


ADMD211EN

JUNE, 2019

I = 4.657(193.84 x 104)S = 1.816(29.76 x 103)


I = 6.042(251.49 x 104)S = 2.380(39.00 x 103)



MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

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20

EC 97911-210

178004

178003

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

B

C

DE

5.0

0

2.0

4.0

1.0

12

16

15

14

13

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

B

C

D

E

0

2.0

4.0

1.0

12

16

15

14

13

1 2 3 4 5 6 7 8

17

18

30

5.0

6.0

7.0

8.0

9.0 29

28

27

26

25

24

23

21

20

19

22

A

B

C

D

E

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

B

C

DE

5.0

7-1/

2" (

190.

5)7-

1/2"

(19

0.5)


ADMD211EN

JUNE, 2019

I = 12.059(501.93 x 104)S = 3.580(58.67 x 103)

I = 9.414(391.84 x 104)S = 2.782(45.59 x 103)



METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

EIG

HT

IN F

EET

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

SINGLE SPAN TWIN SPANAllowable Stress Design Load



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21

EC 97911-210

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

B

CD

E

5.0

0

2.0

4.0

1.0

1 2 3 4 5 6 7 8 17

18

30

5.0

6.0

7.0

8.0

9.0

29

28

27

26

25

24

23

21

20

19

22

31

32

33

34

35

A

B

C

D

E

0

2.0

4.0

1.0

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18

30

5.0

6.0

7.0

8.0

9.0

29

28

27

26

25

24

23

21

20

19

22

31

32

33

34

35

B

C

D

E

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

B

C

DE

5.0

7-1/

2" (

190.

5)7-

1/2"

(19

0.5)


ADMD211EN

JUNE, 2019




MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

METERS


MET

ERS

MU

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N H

EIG

HT

IN F

EET

METERS


MET

ERS

MU

LLIO

N H

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HT

IN F

EET

METERS


MET

ERS

MU

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N H

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IN F

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METERS


MET

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MU

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HT

IN F

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MU

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N H

EIG

HT

MU

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N H

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HT

EQU

AL

EQU

AL

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)

178003W/162302

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)

178003W/162302/303




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22

EC 97911-210

0

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

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15

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13

6

1 2 3 4 5 6 7 8

17

18

A

B

CDE

5.0

0

2.0

4.0

1.0

1 2 3 4 5 6 7 8 17

18

30

5.0

6.0

7.0

8.0

9.0

29

28

27

26

25

24

23

21

20

19

22

31

32

33

34

35

B

C

D

E

0

2.0

4.0

1.0

1 2 3 4 5 6 7 8 17

18

30

5.0

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7.0

8.0

9.0

29

28

27

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25

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20

19

22

31

32

33

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35

B

C

D

E

0

1

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0

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1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

17

18

A

B

CDE

5.0

7-1/

2" (

190.

5)7-

1/2"

(19

0.5)


ADMD211EN

JUNE, 2019WIND LOAD CHARTS (1/4" and 1" INFILL)


METERS


MET

ERS

MU

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N H

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HT

IN F

EET

METERS


MET

ERS

MU

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N H

EIG

HT

IN F

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METERS


MET

ERS

MU

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N H

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IN F

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METERS


MET

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MU

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IN F

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MU

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MU

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MU

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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)

178004W/162302

Ia = 12.059(501.93 x 104)Sa = 3.580(58.67 x 103)Is = 3.489(145.22 x 104)Ss = 1.831(30.00 x 103)

178004W/162302/303




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23

EC 97911-210

7-1/2" (190.5)7-1/2" (190.5)

178001 178002

178003 178004

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

B

13

6

1 2 3 4 5 6 7 8

C

D

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

A

BC

D

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

A

BC

D

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

A

BC

D

6" (152.4) 6" (152.4)


ADMD211EN

JUNE, 2019

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)

DEADLOAD CHARTS (TUBULAR)

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MET

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METERS

SPAN IN FEET

MET

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IN F

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METERS

SPAN IN FEET

MET

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GLA

SS H

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IN F

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METERS

SPAN IN FEET

MET

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GLA

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24

EC 97911-210

7-1/2" (190.5)

6" (152.4)

178008 178009

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

A

BC

D

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8ABC

D

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8ABC

D

1

2

3

4

5

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

16

15

14

13

6

1 2 3 4 5 6 7 8

A

BC

D

7-1/2" (190.5)

178012

6" (152.4)

178013


ADMD211EN

JUNE, 2019

178012(DOTTED)

178013(DOTTED)

178014 REINF. 178015 REINF.

DEADLOAD CHARTS (OPEN BACK)

METERS

SPAN IN FEET

MET

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METERS

SPAN IN FEET

MET

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SPAN IN FEET

MET

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SS H

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IN F

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SPAN IN FEET

MET

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IN F

EET

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)

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EC 97911-210

2" Typ.

3'-0

"4'

-0"

8'-0

"6'

-0"

9'-0

"

31'

5'-0"

2"Ty

p.


ADMD211EN

JUNE, 2019THERMAL CHARTS

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%

* Area taken to the centerlines of vertical mullions and centerline of horizontal at spandrels.

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)

SPANDREL

VISION

VISION

SPANDREL

VISION

D.L

.O.

D.L

.O.

D.L

.O.

D.L

.O.

D.L

.O.

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26

EC 97911-210

0.34

94%

0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20

0.70

0.80

0.60

0.50

0.40

0.30

0.2095 90 85 80 75 70


ADMD211EN


Vision Area Chart

System U-factor vs Percent of Vision Area

COGU-factor

Vision Area / Total Area (%)

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)

Btu

h·

ft 2 ·°

F Sy

stem

U-fa

ctor

EXAMPLE

(NOT FOR DESIGN)

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27

EC 97911-210

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 (0.80)

0.12 (0.68)

0.10 (0.57)

0.70

0.80

0.60

0.50

0.75

0.65

0.55

0.45

(4.00)

(5.00)

(3.50)

(2.50)

(1.50)

(4.50)

(3.00)

(2.00)

0.85

0.40

0.35

0.30

0.25

0.20

0.15

(1.00)


ADMD211EN


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

1620 SSG Curtain Wall

System U-Factor for Vision Glass

COG U-factor


Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

Syst

em U

-Fac

tor (

W/m

2 ·°C

)

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EC 97911-210


ADMD211EN


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

COGSHGC

COG VT

System Visible Transmittance (VT) vs Percent of Vision Area



Syst

em S

HG

C

Charts are generated per AAMA 507.

Charts are generated per AAMA 507.

Syst

em V

T

1620 SSG Curtain Wall

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29

EC 97911-210


ADMD211EN

JUNE, 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").

1" GLAZING WITHALUMINUM PRESSURE PLATE

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

0.48 0.560.46 0.540.44 0.520.42 0.510.40 0.490.38 0.470.36 0.460.34 0.440.32 0.420.30 0.400.28 0.390.26 0.370.24 0.350.22 0.340.20 0.320.18 0.290.16 0.270.14 0.260.12 0.240.10 0.22

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.730.70 0.680.65 0.630.60 0.590.55 0.540.50 0.500.45 0.450.40 0.400.35 0.360.30 0.310.25 0.270.20 0.220.15 0.170.10 0.130.05 0.08

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.690.70 0.650.65 0.600.60 0.550.55 0.510.50 0.460.45 0.410.40 0.370.35 0.320.30 0.280.25 0.230.20 0.180.15 0.140.10 0.090.05 0.05

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30

EC 97911-210

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 (0.80)

0.12 (0.68)

0.10 (0.57)

0.70

0.80

0.60

0.50

0.75

0.65

0.55

0.45

(4.00)

(3.50)

(2.50)

(1.50)

(4.50)

(3.00)

(2.00)

0.40

0.35

0.30

0.25

0.20

0.15

(1.00)


ADMD211EN


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.

1620 SSG Fiberglass Pressure Plate Curtain WallNote:Values in parentheses are metric.COG = Center of Glass.Charts are generated per AAMA 507

System U-Factor for Vision Glass

COG U-factor


Syst

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Btu

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2 ·°F)

Syst

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W/m

2 ·°C

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EC 97911-210


ADMD211EN


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


COGSHGC

Syst

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HG

C

System Visible Transmittance (VT) vs Percent of Vision Area


COGVT

Syst

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T

1620 SSG Fiberglass Pressure Plate Curtain Wall

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32

EC 97911-210


ADMD211EN

JUNE, 2019

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").

1" GLAZING WITHFIBERGLASS PRESSURE PLATE

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

0.48 0.540.46 0.520.44 0.510.42 0.490.40 0.470.38 0.450.36 0.440.34 0.420.32 0.400.30 0.380.28 0.370.26 0.350.24 0.330.22 0.320.20 0.300.18 0.270.16 0.250.14 0.240.12 0.220.10 0.20

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.730.70 0.680.65 0.630.60 0.590.55 0.540.50 0.490.45 0.450.40 0.400.35 0.360.30 0.310.25 0.260.20 0.220.15 0.170.10 0.130.05 0.08

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.690.70 0.650.65 0.600.60 0.550.55 0.510.50 0.460.45 0.410.40 0.370.35 0.320.30 0.280.25 0.230.20 0.180.15 0.140.10 0.090.05 0.05

THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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