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.,

2011

kawneer.com

1

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016FEATURES

For specific product applications,Consult your Kawneer representative.

Features• Slim 2" (50.8) sight lines• Tubular construction with shear block connections• Split mullion unitized system for horizontal strip window• Thermally improved framing• Range of mullion sizes to suit design parameters• Standard infill options 1/4" (6.4) and 1" (25.4), other infills available• Integrated entrance framing• Two color option• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Deep covers available• Deep and heavy-weight mullions

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.,

2011

kawneer.com

2

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016BLANK PAGE

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.,

2011

kawneer.com

3

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016

PICTORIAL VIEW ................................................................................4ELEVATION DETAILS WITHOUT BACKPAN .....................................5ELEVATION DETAILS WITH BACKPAN ............................................6ENTRANCE DETAILS .........................................................................7CORNER DETAILS ..............................................................................81602 WALL ELEVATION AND DETAILS .............................................9COMPONENTS .................................................................................10WIND LOAD/DEADLOAD CHARTS ............................................11-17THERMAL CHARTS .................................................................... 18-21

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.

The following metric (SI ) units are found in these details: m – meter cm – centimeter mm – millimeter s – second Pa – pascal MPa – megapascal

Kawneer reserves the right to change configurations without prior notice when deemed necessary for product improvement.

Law

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.,

2011

kawneer.com

4

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016PICTORIAL VIEW

Tubular mullions are horizontals with shear block construction. Rain screen pressure equalized system.

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.,

2011

kawneer.com

5

EC 97911-099

6-1/16" (154)

2"(5

0.8)

7-5/16" (185.7)

6-1/

16"

(154

)

2"(50.8)

7-5/

16"

(185

.7)

119

2

7

10 1212A

3

1314

1

8

5

6

4

10 12 14

9 11 13

2

3

4

6

7

1

5

8

12A

1602 Wall System

ADMD090EN

JULY, 2016ELEVATION AND DETAILS (WITHOUT BACK PAN)

Door opening

width

Ove

rall

fram

e he

ight

Doo

r ope

ning

hei

ght

SCALE 3" = 1'-0"

HEAVY WALL

ELEVATION IS NUMBER KEYED TO DETAILS

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.,

2011

kawneer.com

6

EC 97911-099

76 88A

1

5

4

3

2

6-1/16" (154)

2"(5

0.8)

7-5/16" (185.7)

6-1/

16"

(154

)

2"(50.8)

7-5/

16"

(185

.7)6 7 8

1

2

3

4

5 8A

1602 Wall System

ADMD090EN

JULY, 2016ELEVATION AND DETAILS (WITH BACK PAN)

ELEVATION IS NUMBER KEYED TO DETAILS

SCALE 3" = 1'-0"

HEAVY 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.,

2011

kawneer.com

7

EC 97911-099

1-15

/16"

(88.

9)T

YP

3

42

1

1

4

2

3

1602 Wall System

ADMD090EN

JULY, 2016ENTRANCE DETAILS

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

B/H OR O/P C/H

TRANSOM BARBUTT HUNG OR

OFFSET PIVOT WITHSURFACE CLOSEROR FLOOR CLOSER

TRANSOM BARCENTER HUNG

CONCEALED OVERHEADOR FLOOR CLOSER

DOOR JAMBBUTT HUNG OROFFSET PIVOT

DOOR JAMBCENTER HUNG

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.,

2011

kawneer.com

8

EC 97911-099

6-1/

8" (

155.

6)

2"(50.8)

1602 Wall System

ADMD090EN

JULY, 2016CORNER DETAILS

SCALE 3" = 1'-0"

90° OUTSIDE CORNER 90° INSIDE CORNER

135° INSIDE CORNER135° OUTSIDE CORNER

SPANDREL

VIS

ION

SPANDREL

VISION

SPA

ND

RE

L

VISION

SPANDRELVISION

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.,

2011

kawneer.com

9

EC 97911-099

4-15

/16"

(12

5.4)

2"(50.8)

4-15/16" (125.4)

2"(5

0.8)

4-15

/16"

(12

5.4)

2"(50.8)

3

5

1 224

3

4

1 2

1

4

2

3

1 2

5 4

3

1602 Wall System

ADMD090EN

JULY, 20161602 WINDOW ELEVATION AND DETAILS

SCALE 3" = 1'-0"

TYPE A

HORIZONTAL STRIP WINDOW

TYPE B

PUNCHED OPENING WINDOW

Overall frame width

Ove

rall

fram

e he

ight

Overall frame width

Ove

rall

fram

e he

ight

NOTE: 1602 WINDOW CAN ALSO BE FABRICATED AS A STICK SYSTEM.

ELEVATION IS NUMBER KEYED TO DETAILS ELEVATION IS NUMBER KEYED TO DETAILS

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.,

2011

kawneer.com

10

EC 97911-099

5-5/

16"

(134

.9)

2"(50.8)

4" (

101.

6)

7-5/

16"

(185

.7)

2"(50.8)

5-1/

4" (

133.

4)

1" (

25.4

)

1-1/

4" (

31.8

)

3/4"

(19

.1)

4-15

/16"

(12

5.4)

2"(50.8)

2-7/

8" (

73.0

)

1602 Wall System

ADMD090EN

JULY, 2016COMPONENTS

SCALE 3" = 1'-0"

WITHOUT BACKPAN ADAPTORS

WALL MULLIONS (VERTICAL AND HORIZONTAL)

OPTIONAL COVERS

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.,

2011

kawneer.com

11

EC 97911-099

1602 Wall System

ADMD090EN

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

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.,

2011

kawneer.com

12

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 DE

1 2 3 4 5 6 7 8

17

18

0

2.0

4.0

1.0

12

20

19

18

17

1 2 3 4 5 6 7 8

13

14

15

165.0

6.0

23

21

22

24

25

26

27

28

29

30

7.0

8.0

9.0

A

C

B

D

E

820301

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

0

2.0

4.0

1.0

12

20

19

18

17

1 2 3 4 5 6 7 8

13

14

15

165.0

6.0

23

21

22

24

25

26

27

28

29

30

7.0

8.0

9.0

A

C

B

D

E

820302

1602 Wall System

ADMD090EN

JULY, 2016WIND LOAD CHARTS

SINGLE SPAN TWIN SPAN

SINGLE SPAN TWIN SPAN

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

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

I = 3.883(161.62 x 104)S = 1.488(24.38 x 103)

I = 5.507(229.22 x 104)S = 2.105(34.49 x 103)

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.,

2011

kawneer.com

13

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

6DE

1 2 3 4 5 6 7 8

17

18

0

2.0

4.0

1.0

12

20

19

18

17

1 2 3 4 5 6 7 8

13

14

15

165.0

6.0

23

21

22

24

25

26

27

28

29

30

7.0

8.0

9.0

A

C

B

DE

820303

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

DE

1 2 3 4 5 6 7 8

17

18

5.0

0

2.0

4.0

1.0

12

20

19

18

17

1 2 3 4 5 6 7 8

13

14

15

16

6.0

23

21

22

24

25

26

27

28

29

30

7.0

8.0

9.0

A

C

B

D

E820316

1602 Wall System

ADMD090EN

JULY, 2016WIND LOAD CHARTS

SINGLE SPAN TWIN SPAN

SINGLE SPAN TWIN SPAN

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

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

I = 2.808(116.88 x 104)S = 1.233(20.21 x 103)

I = 7.570(315.09 x 104)S = 2.339(38.33 x 103)

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.,

2011

kawneer.com

14

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

DE

1 2 3 4 5 6 7 8

17

18

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

DE

1 2 3 4 5 6 7 8

17

18

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

DE

1 2 3 4 5 6 7 8

17

18

820317

820853 & 821854

821852

1602 Wall System

ADMD090EN

JULY, 2016

SINGLE SPAN

SINGLE SPAN

SINGLE SPAN

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

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

WIND LOAD CHARTS

I = 1.970(82.00 x 104)S = 0.982(16.09 x 103)

I = 1.916(79.75 x 104)S = 0.830(13.60 x 103)

I = 2.131(88.70 x 104)S = 1.014(16.61 x 103)

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.,

2011

kawneer.com

15

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

B

12

16

15

14

13

6

1 2 3 4 5 6 7 80

1

2

3

4

5A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

16

15

14

13

6

1 2 3 4 5 6 7 8

820301

820302

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

B

12

16

15

14

13

6

1 2 3 4 5 6 7 80

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

16

15

14

13

6

1 2 3 4 5 6 7 8

1602 Wall System

ADMD090EN

JULY, 2016

1/4" INFILL 1" INFILL

1/4" INFILL 1" INFILL

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 - 1/8 POINT LOADINGB - 1/4 POINT LOADING

DEADLOAD CHARTS

I = 0.766(31.88 x 104)S = 0.766(12.55 x 103)

I = 0.890(37.04 x 104)S = 0.890(14.58 x 103)

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.,

2011

kawneer.com

16

EC 97911-099

820303

820316

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

B

12

16

15

14

13

6

1 2 3 4 5 6 7 8

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

B

12

16

15

14

13

6

1 2 3 4 5 6 7 80

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

16

15

14

13

6

1 2 3 4 5 6 7 8

1602 Wall System

ADMD090EN

JULY, 2016

1/4" INFILL

1/4" INFILL 1" INFILL

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 - 1/8 POINT LOADINGB - 1/4 POINT LOADING

DEADLOAD CHARTS

I = 0.763(31.76 x 104)S = 0.763(12.50 x 103)

I = 1.064(44.29 x 104)S = 1.064(17.44 x 103)

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.,

2011

kawneer.com

17

EC 97911-099

820317

821852

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

B

12

16

15

14

13

6

1 2 3 4 5 6 7 80

1

2

3

4

5

A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

16

15

14

13

6

1 2 3 4 5 6 7 8

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

B

12

16

15

14

13

6

1 2 3 4 5 6 7 80

1

2

3

4

5 A

0

2.0

4.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

16

15

14

13

6

1 2 3 4 5 6 7 8

1602 Wall System

ADMD090EN

JULY, 2016

1/4" INFILL 1" INFILL

1/4" INFILL 1" INFILLMETERS

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 - 1/8 POINT LOADINGB - 1/4 POINT LOADING

DEADLOAD CHARTS

I = 0.583(24.27 x 104)S = 0.583(9.55 x 103)

I = 0.732(30.47 x 104)S = 0.732(12.00 x 103)

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.,

2011

kawneer.com

18

EC 97911-099

0.49

91%

0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20

75 7085 8095 90

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

1602 Wall System

ADMD090EN

JULY, 2016THERMAL CHARTS

D.L.O.

15'-8" Frame Width

D.L

.O.

D.L

.O.

Fram

e H

eigh

t

Example Glass U-Factor = 0.42 Btu/hr • ft2 • °F

Total Daylight Opening = 3(5' x 7') + 3(5' x 2') = 135 ft2

Total Projected Area = 15'-8" x 9'-6" = 148.83 ft2

Percent of Glass = (Total Daylight Opening ÷ Total Projected Area)100 = (135 ÷ 148.83)100 = 91%

System U-Factor vs Percent of Glass Area

Vision Area / Total Area %Based on 91% glass and center of glass U-Factor of 0.42System U-Factor is equal to 0.49 Btu/hr • ft2 • °F

COGU-Factor

EXAMPLE

(Not For Design)

5'-0"7'

-0"

2'-0

"

9'-6

"

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.,

2011

kawneer.com

19

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016

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

THERMAL CHARTS

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.

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.,

2011

kawneer.com

20

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016THERMAL CHARTS

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

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

COGVT

Syst

em V

T

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.,

2011

kawneer.com

21

EC 97911-099

1602 Wall System

ADMD090EN

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").

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

0.48 0.610.46 0.590.44 0.580.42 0.560.40 0.540.38 0.530.36 0.510.34 0.490.32 0.480.30 0.460.28 0.440.26 0.430.24 0.410.22 0.390.20 0.38

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.700.70 0.650.65 0.610.60 0.560.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.280.25 0.240.20 0.190.15 0.150.10 0.100.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.690.70 0.640.65 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

1" GLAZING WITHALUMINUM PRESSURE PLATE

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© K

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2011

kawneer.com

22

EC 97911-099

1602 Wall System

ADMD090EN

JULY, 2016BLANK PAGE