JULY, 2016 1620 SS S 1 - Arconic · ... operating hardware, ... 1 3 2 4 5 6 6A 1A 8 8A 7 9 9A 9B 1A...

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

1

EC 97911-099

1620 SSG Curtain Wall System

ADMD211EN

JULY, 2016FEATURES

For specific product applications,Consult your Kawneer representative.

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 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• Fiberglass pressure plates available• Heavy-weight mullions available• Profit$MakerTM plus die sets available

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

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

2

EC 97911-099


ADMD211EN

JULY, 2016BLANK PAGE

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

3

EC 97911-099


ADMD211EN

JULY, 2016

PICTORIAL VIEW ................................................................................51" & 1/4" INFILL DETAILS ..................................................................6ENTRANCE DETAILS .........................................................................7CORNERS ............................................................................................8BACKPAN AND MISCELLANEOUS DETAILS ...................................9MISCELLANEOUS FRAMING ...........................................................10ANCHORING ................................................................................11,12WIND LOAD CHARTS ................................................................. 13-20DEADLOAD CHARTS ................................................................. 21-22THERMAL CHARTS ................................................................... 23-30

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

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.

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

4

EC 97911-099


ADMD211EN

JULY, 2016BLANK PAGE

Law

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

5

EC 97911-099


ADMD211EN

JULY, 2016PICTORIAL VIEW

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

6

EC 97911-099

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

JULY, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

1" & 1/4" INFILL DETAILS

HEAVY VERTICAL MULLION

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

7

EC 97911-099

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

JULY, 2016


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

DOOR JAMBBUTT HUNG OROFFSET PIVOT

SCALE 3" = 1'-0"

ENTRANCE DETAILS (1" INFILL)

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

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

8

EC 97911-099

2-1/2" (63.5)

2-1/2" (63.5)

2-1/2" (63.5)

2-1/2" (63.5)


ADMD211EN

JULY, 2016

SCALE 3" = 1'-0"

CORNERS

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

90° OUTSIDE CORNER 90° INSIDE CORNER

135° INSIDE CORNER135° OUTSIDE CORNER

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er C

ompa

ny, I

nc.,

2014

kawneer.com

9

EC 97911-099

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

JULY, 2016

SCALE 3" = 1'-0"


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

NS

TRU

CTI

ON

JO

INT

1/2"

(12.

7) M

AX

(ALL

OW

S +

/-1/4

" MO

VE

ME

NT)

MU

LLIO

N L

EN

GTH

MU

LLIO

N L

EN

GTH

D.L

.O.

D.L

.O.

BACKPAN AND MISCELLANEOUS DETAILS

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

10

EC 97911-0992"

(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

JULY, 2016

SCALE 3" = 1'-0"

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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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

11

EC 97911-099

1" (25.4) MINIMUM

1" (25.4) MINIMUM


ADMD211EN

JULY, 2016

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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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

12

EC 97911-099

1" (25.4) MINIMUM

1" (25.4) MINIMUM


ADMD211EN

JULY, 2016

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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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

13

EC 97911-099


ADMD211EN

JULY, 2016

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 (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 / DEAD LOAD CHARTS

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er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

14

EC 97911-099

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

JULY, 2016

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

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

METERS

MULLION CENTERS IN FEET

ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

MU

LLIO

N H

EIG

HT

MU

LLIO

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)

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

15

EC 97911-099

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

JULY, 2016

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


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

TMETERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

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



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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

16

EC 97911-099

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

JULY, 2016




MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

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




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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

17

EC 97911-099

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

JULY, 2016

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


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

TMETERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL




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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

18

EC 97911-099

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

JULY, 2016

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


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

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



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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

19

EC 97911-099

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

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

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

JULY, 2016




MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

EQU

AL

EQU

AL

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

TMETERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

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




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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

20

EC 97911-099

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

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

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

CDE

5.0

7-1/

2" (

190.

5)7-

1/2"

(19

0.5)


ADMD211EN

JULY, 2016WIND LOAD CHARTS (1/4" and 1" INFILL)


METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

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


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




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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

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ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

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are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

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lity

ther

efor

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Kaw

neer

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right

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nfigu

ratio

n w

ithou

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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.,

2014

kawneer.com

21

EC 97911-099

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

JULY, 2016

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)

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

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are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

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sibi

lity

ther

efor

.

Kaw

neer

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the

right

to c

hang

e co

nfigu

ratio

n w

ithou

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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.,

2014

kawneer.com

22

EC 97911-099

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

JULY, 2016

178012(DOTTED)

178013(DOTTED)

178014 REINF. 178015 REINF.

DEADLOAD CHARTS (OPEN BACK)

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

METERS

SPAN IN FEET

ME

TER

S

GLA

SS

HE

IGH

T IN

FE

ET

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)

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

23

EC 97911-099

2" Typ.

3'-0

"4'

-0"

8'-0

"6'

-0"

9'-0

"

31'

5'-0"

2"Ty

p.


ADMD211EN

JULY, 2016THERMAL 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.

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)

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

24

EC 97911-099

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)

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

25

EC 97911-099

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

)

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

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lity

ther

efor

.

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.,

2014

kawneer.com

26

EC 97911-099


ADMD211EN


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

COGSHGC

COG VT

System Visible Transmittance (VT) vs Percent of Vision Area


Vision Ares / Total 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

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

rese

rves

the

right

to c

hang

e co

nfigu

ratio

n w

ithou

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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.,

2014

kawneer.com

27

EC 97911-099


ADMD211EN

JULY, 2016THERMAL 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 2000mm wide by 2000mm 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

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

28

EC 97911-099

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 AMMA 507

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

)

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

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

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.,

2014

kawneer.com

29

EC 97911-099


ADMD211EN


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


COGSHGC

Syst

em S

HG

C

System Visible Transmittance (VT) vs Percent of Vision Area


COGVT

Syst

em V

T

1620 SSG Fiberglass Pressure Plate Curtain Wall

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

entra

nce,

win

dow

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EC 97911-099


ADMD211EN

JULY, 2016THERMAL 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 2000mm wide by 2000mm 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

JULY, 2016 1620 SS S 1 - Arconic · ... operating hardware, ... 1 3 2 4 5 6 6A 1A 8 8A 7 9 9A 9B 1A...

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