1600 LR Wall TM C W S - Arconic · 2019. 2. 26. · Kawneer reserves the right to change...

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

1

EC 97911-199

1600 LR WallTM Curtain Wall System

ADMD070EN

FEBRUARY, 2019FEATURES

For specific product applications,consult your Kawneer representative.

Features• 1600 LR WallTM is a low rise curtain wall system for stock length sales• 1600 LR WallTM has a 2-1/2" (63.5) sight line• Standard 5-3/4" (146.1) or 7-1/4" (184.2) depth systems• This system is outside, pressure glazed available captured or SSG• Captured system:

− No drilled weeps − Water deflectors used typically − Intermediate horizontals are mullion drained − Joint plugs only required at weeped horizontals above vertical splices

• SSG system: − Structural silicone glazed verticals and captured horizontals − Extruded joint plugs required with weeped intermediate horizontals

• Infill options are 1/8" (3.2), 1/4" (6.4) or 1" (24.5)• Concealed fastener joinery creates smooth, monolithic appearance• EPDM gasket and thermal break• 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 standard choices• Painted finishes in standard and custom choices

Optional Features• Steel reinforcing available• Captured system heavy-weight mullion available for 7-1/4" (184.2) system• Captured system integrates with standard Kawneer windows• Integrates with standard Kawneer windows and GLASSventTM windows for storefront framing

and curtainwall • Profit$MakerTM Plus die sets available

Product Applications• Ideal for low rise applications

− 4 stories or less, no more than one splice per mullion

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

2

EC 97911-199


ADMD070EN

FEBRUARY, 2019BLANK PAGE

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awne

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nc.,

2013

kawneer.com

3

EC 97911-199


ADMD070EN

FEBRUARY, 2019

PICTORIAL VIEW ................................................................................5TYPICAL DETAILS ..............................................................................6ENTRANCE DETAILS .........................................................................7CORNER DETAILS ..........................................................................8, 9GLASSventTM WINDOWS FOR STOREFRONT AND CURTAIN WALL ...........................................................................10WINDOW APPLICATION ...................................................................11ANCHOR DETAILS ......................................................................12, 13WINDLOAD CHARTS .................................................................. 14-20DEADLOAD CHARTS ................................................................. 21-23THERMAL CHARTS ................................................................... 24-31

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

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er C

ompa

ny, I

nc.,

2013

kawneer.com

4

EC 97911-199


ADMD070EN


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© K

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ompa

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kawneer.com

5

EC 97911-199


ADMD070EN

FEBRUARY, 2019PICTORIAL VIEW

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kawneer.com

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EC 97911-199

2

3

4

5

12

87

8A

9

9A

11

1

5-3/

4" (

146.

1)

6-1/

2" (

165.

1)

7-1/

4" (

184.

2)

2-1/2"

(63.5)

5" (

127.

0)

5-3/4"

5"

2-1/

2"

6-1/2"

7-1/4"

(63.

5)

(184.2)

(165.1)

(146.1)

(127.0)

7A

10

6

8

11

7

10

9

6

5

4

3

12

2

8A 9A7A

1


ADMD070EN

FEBRUARY, 2019

OPTIONAL STEEL REINFORCING AS REQUIRED

TYPICAL DETAILS

OPTIONAL JAMB

ELEVATION IS NUMBER KEYED TO DETAILS

Structural Silicone Sealant(by Others)*

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

* 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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© K

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kawneer.com

7

EC 97911-199

7/8" (22.2)

TYP.

17/8

" (4

7.6)

TY

P.1A

2

3

4

12 4

31

1A


ADMD070EN

FEBRUARY, 2019

ELEVATION IS NUMBER KEYED TO DETAILS

ENTRANCE DETAILS

TRANSOM BARBUTT HUNG OR

OFFSET PIVOT WITHSURFACE CLOSEROR FLOOR CLOSER

TRANSOM BARCENTER HUNG

CONCEALED OVERHEADOR FLOOR CLOSER

TRANSOM BARBUTT HUNG OR OFFSET PIVOT

WITH SINGLE ACTINGOFFSET ARM CLOSER

DOOR JAMBBUTT HUNG OROFFSET PIVOT

DOOR JAMBCENTER HUNG

B/H OR O/P C/H


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awne

er C

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kawneer.com

8

EC 97911-199


ADMD070EN

FEBRUARY, 2019

90° OUTSIDE CORNER

90° OUTSIDE CORNER 90° SSG OUTSIDE CORNER

135° OUTSIDE CORNER 135° SSG OUTSIDE CORNER

CORNER DETAILS

NOTE: 1" INFILL SHOWN, 1/4" INFILL SIMILAR. 7-1/4" SYSTEM SHOWN, 5-3/4" SYSTEM SIMILAR.




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© K

awne

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ompa

ny, I

nc.,

2013

kawneer.com

9

EC 97911-199


ADMD070EN

FEBRUARY, 2019CORNER DETAILS

90° INSIDE CORNER 90° SSG INSIDE CORNER

90° SSG INSIDE CORNER

135° INSIDE CORNER 135° SSG INSIDE CORNER

NOTE: 1" INFILL SHOWN, 1/4" INFILL SIMILAR. 7-1/4" SYSTEM SHOWN, 5-3/4" SYSTEM SIMILAR.




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kawneer.com

10

EC 97911-199

1-15/16"(49.2)

2-3/

4"(6

9.9)

3-7/

16"

(87.

3)

1-11/16"(42.9)


ADMD070EN

FEBRUARY, 2019GLASSventTM WINDOWS FOR STOREFRONT FRAMING AND CURTAIN WALL

HEAD

SILL

JAMB

HEAD

SILL

JAMB

SEF GLASSventTM WINDOWS FOR STOREFRONT FRAMING

GLASSventTM WINDOWS FOR CURTAIN WALL





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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

11

EC 97911-199


ADMD070EN

FEBRUARY, 2019WINDOW APPLICATION

HEAD

SILL

JAMB

8225TL THERMAL WINDOWSNOTE: Other vent types can be accommodated. Contact your

Kawneer representative for other options.


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er C

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kawneer.com

12

EC 97911-199

1"MINIMUM

(25.4)

1"MINIMUM

(25.4)


ADMD070EN

FEBRUARY, 2019ANCHOR DETAILS

ANCHOR TO FLOOR SLAB

ANCHOR TO SUPPORT STEEL

Actual project contitions will determine specific anchor design. Details on this page are reference only. Captured mullions shown, SSG mullion similar.


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duct

s va

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ontro

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ion

of p

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awne

er C

ompa

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nc.,

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kawneer.com

13

EC 97911-199

1"MINIMUM(25.4)

1"MINIMUM(25.4)


ADMD070EN

FEBRUARY, 2019ANCHOR DETAILS

ANCHOR TO HORIZONTAL STEEL STRUCTURE

ANCHOR TO VERTICAL STEEL STRUCTURE

Actual project contitions will determine specific anchor design. Details on this page are reference only. Captured mullions shown, SSG mullion similar.


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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

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EC 97911-199


ADMD070EN

FEBRUARY, 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 1-3/4" (44.5) 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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the

desi

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nce,

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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.,

2013

kawneer.com

15

EC 97911-199

I = 4.025 (167.53 x 104)S = 1.565 (25.65 x103)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

A

0

2.01.0

C

B

D

E1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

168001

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

A

0

2.01.0

C

B

E

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

D

I = 8.250 (343.39 x 104)S = 2.528 (41.43 x103)

168011

5-3/

4" (

146.

1)7-

1/4"

(18

4.2)


ADMD070EN

FEBRUARY, 2019WINDLOAD CHARTS

SINGLE SPAN TWIN SPAN

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

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


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.,

2013

kawneer.com

16

EC 97911-199

I = 12.438 (517.71 x 104)S = 3.371 (55.24 x 103)

Ia = 12.438 (517.71 x 104)Sa = 3.371 (55.24 x 103) Is = 3.805 (158.38 x 104)Ss = 1.669 (27.35 x 103)

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

168015

A

0

2.01.0

C

B

D

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0E

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

C12

16

15

14 B

13

6

DE

1 2 3 4 5 6 7 8

17

18

0

2.01.0

C

D

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

E

168015 w/ 162300

7-1/

4" (

184.

2)7-

1/4"

(18

4.2)


ADMD070EN


SINGLE SPAN 168015 w/ 162300

TWIN SPAN 168015 w/ 162300

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





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.,

2013

kawneer.com

17

EC 97911-199

Ia = 12.438 (517.71 x 104)Sa = 3.371 (55.24 x 103) Is = 5.684 (236.59 x 104)Ss = 2.493 (40.85 x 103)

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

2.01.0

D

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

E

168015 w/ 162301

0

1

2

3

4

5

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

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

Ia = 12.438 (517.71 x 104)Sa = 3.371 (55.24 x 103) Is = 7.893 (328.53 x 104)Ss = 3.462 (56.73 x 103)

168015 w/ 162301/302Ia = 12.438 (517.71 x 104)Sa = 3.371 (55.24 x 103) Is = 9.347 (389.05 x 104)Ss = 4.100 (67.19 x 103)

168015 w/ 162301/302/303

7-1/

4" (

184.

2)

7-1/

4" (

184.

2)

7-1/

4" (

184.

2)


ADMD070EN


SINGLE SPAN 168015 w/ 162301/302

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

SINGLE SPAN 168015 w/ 162301

TWIN SPAN 168015 w/ 162301

SINGLE SPAN 168015 w/ 162301/302/303




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.,

2013

kawneer.com

18

EC 97911-199

I = 3.926 (163.41 x 104)S = 1.946 (31.89 x 103)

I = 8.912 (370.95 x 104)S = 3.090 (50.64 x 103)

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

168004

A

0

2.01.0

CB

E

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

D

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

A

0

2.01.0

C BD

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

E

168014

3-3/

4" (

95.3

)5-

1/4"

(13

3.4)


ADMD070EN



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





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.,

2013

kawneer.com

19

EC 97911-199

Ia = 8.912 (370.95 x 104)Sa = 3.090 (50.64 x 103) Is = 3.805 (158.38 x 104)Ss = 1.669 (27.35 x 103)

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

14B

13

6

DE

1 2 3 4 5 6 7 8

17

18

0

2.01.0

C BD

1 2 3 4 5 6 7 8

14

13

12

18

19

17

16

15

23

24

20

21

22

29

26

27

25

28

30

7.0

8.0

9.0

6.0

4.0

5.0

E

168014 w/ 162300

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

14B

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

Ia = 8.912 (370.95 x 104)Sa = 3.090 (50.64 x 103) Is = 5.684 (236.59 x 104)Ss = 2.493 (40.85 x 103)

168014 w/ 162301Ia = 8.912 (370.95 x 104)Sa = 3.090 (50.64 x 103) Is = 7.893 (328.53 x 104)Ss = 3.462 (56.73 x 103)

168014 w/ 162301/302

5-1/

4" (

133.

4)

5-1/

4" (

133.

4)

5-1/

4" (

133.

4)


ADMD070EN


SINGLE SPAN 168014 w/ 162301

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

SINGLE SPAN 168014 w/ 162300

TWIN SPAN 168014 w/ 162300

MU

LLIO

N H

EIG

HT

SINGLE SPAN 168014 w/ 162301/302




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.,

2013

kawneer.com

20

EC 97911-199

168014 w/ 162301/302/303

0

1

2

3

4

5

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

Ia = 8.912 (370.95 x 104)Sa = 3.090 (50.64 x 103) Is = 9.347 (389.05 x 104)Ss = 4.100 (67.19 x 103)

5-1/

4" (

133.

4)


ADMD070EN


METERS


ME

TER

S

MU

LLIO

N H

EIG

HT

IN F

EE

T

MU

LLIO

N H

EIG

HT

SINGLE SPAN 168014 w/ 162301/302/303




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.,

2013

kawneer.com

21

EC 97911-199

168001 I = 1.278 (53.19 x 104)S = 1.023 (16.76 x 103)

168003 I = 0.733 (30.51 x 104)S = 0.457 (7.49 x 103)

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

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

C

12

16

15

14

B

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

C

12

16

15

14

B

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

C

12

16

15

14

B

13

6

1 2 3 4 5 6 7 8

5-3/4" (146.1)

5-3/4" (146.1)


ADMD070EN

FEBRUARY, 2019DEADLOAD CHARTS

1" GLASS 168001

1" GLASS 168003

1/4" GLASS 168001

1/4" GLASS 168003

A = 1/4 POINT LOADINGB = 1/6 POINT LOADINGC = 1/8 POINT LOADING

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

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.,

2013

kawneer.com

22

EC 97911-199

168006 I = 0.747 (31.09 x 104)S = 0.471 (7.72 x 103)

168011 I = 1.683 (70.05 x 104)S = 1.346 (22.06 x 103)

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

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

C

12

16

15

14

B

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

C

12

16

15

14

B

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

C12

16

15

14

B

13

6

1 2 3 4 5 6 7 8

5-3/4" (146.1)

7-1/4" (184.2)


ADMD070EN



1" GLASS 168006

1" GLASS 168011

1/4" GLASS 168006

1/4" GLASS 168011

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

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.,

2013

kawneer.com

23

EC 97911-199

168013 I = 0.823 (34.26 x 104)S = 0.487 (7.98 x 103)

168016 I = 0.842 (35.05 x 104)S = 0.503 (8.24 x 103)

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

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

C

12

16

15

14

B

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

C

12

16

15

14

B

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

C

12

16

15

14

B

13

6

1 2 3 4 5 6 7 8

7-1/4" (184.2)

7-1/4" (184.2)


ADMD070EN


1" GLASS 168013

1" GLASS 168016

1/4" GLASS 168013

1/4" GLASS 168016


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

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.,

2013

kawneer.com

24

EC 97911-199

2-1/2" Typ.3'

-0"

4'-0

"8'

-0"

6'-0

"9'

-0"

31'-3

"

5'-0"

2-1/

2"Ty

p.


ADMD070EN

FEBRUARY, 2019THERMAL CHARTS

Vision Area Example Glass U-factor = 0.48 Btu/(ft2 · h · °F)

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

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

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

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

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

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

Percent of Spandrel = (Spandrel Area ÷ Total Area)100 = (49.0 ÷ 49.6)100 = 91%

Project Specific U-factor Example Calculation

(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.

D.L

.O.

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.,

2013

kawneer.com

25

EC 97911-199

0.53

93%

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

0.21

91%

2.00

3.00

4.00

5.00

11.0015.0019.0030.00

0.60

0.50

0.40

0.30

0.20

95 90 85 80 75 700.10


ADMD070EN

FEBRUARY, 2019THERMAL CHARTS

Vision Area Chart

Spandrel Area Chart

System U-factor vs Percent of Vision Area

COGU-factor

Spandrel R-value

System U-factor vs Percent of Spandrel Area

Vision Area / Total Area (%)

Spandrel Area / Total Area (%)

Based on a single curtain wall bay of 91% spandrel and center of spandrel R-value of 15, system U-factor is equal to 0.21 Btu/(h·ft 2·°F)

Based on a single curtain wall bay of 93% vision glass and center of glass U-factor of 0.48, System U-factor is equal to 0.53 Btu/(h·ft 2·°F)

Btu

h·

ft 2 ·°

F Sy

stem

U-fa

ctor

Btu

h·

ft 2 ·°

F Sy

stem

U-fa

ctor

EXAMPLE

(NOT FOR DESIGN)

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.,

2013

kawneer.com

26

EC 97911-199


ADMD070EN

FEBRUARY, 2019THERMAL CHARTS (CAPTURED)

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

System U-factor vs Persent of Glass Area

COG U-factor

Percent of Glass = Vision Area/Total Area (Total Daylight Opening/Projected Area)

Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

Notes for Systen 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.,

2013

kawneer.com

27

EC 97911-199


ADMD070EN

FEBRUARY, 2019THERMAL CHARTS (CAPTURED)

Captured Chart

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

COGSHGC

COG VT

Captured Chart

System Visible Transmittance (VT) vs Percent of Vision Area



Syst

em S

HG

C

Charts are generated per AAMA 507.


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.,

2013

kawneer.com

28

EC 97911-199

0.48

0.46

0.44

0.42

0.40

0.38

0.36

0.34

0.32

0.30

0.28

0.26

0.24

0.22

0.20

0.61

0.59

0.58

0.56

0.55

0.53

0.51

0.50

0.48

0.46

0.45

0.43

0.41

0.40

0.38

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.81

0.77

0.72

0.68

0.63

0.59

0.54

0.50

0.45

0.41

0.36

0.32

0.27

0.23

0.18

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.82

0.78

0.73

0.69

0.64

0.60

0.55

0.51

0.46

0.42

0.37

0.33

0.28

0.24

0.19


ADMD070EN

FEBRUARY, 2019

Thermal Transmittance 1 (BTU/hr • ft 2 • °F)

SHGC Matrix 2 (CAPTURED) Visible Transmittance 2 (CAPTURED)

Glass U-Factor 3 Overall U-Factor 4

Glass VT 3 Overall VT 4Glass SHGC 3 Overall SHGC 4

THERMAL 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").

CAPTURED

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.,

2013

kawneer.com

29

EC 97911-199


ADMD070EN

FEBRUARY, 2019THERMAL CHARTS (SSG)

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

SSG Chart

System U-factor vs Percentage of Glass Area

COG U-factor

Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

Percent of Glass = Vision Area/Total Area (Total Daylight Opening/Projected Area)

Notes for Systen 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.,

2013

kawneer.com

30

EC 97911-199


ADMD070EN

FEBRUARY, 2019THERMAL CHARTS (SSG)

SSG Chart

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

COGSHGC

COG VT

SSG Chart

System Visible Transmittance (VT) vs Percent of Vision Area



Syst

em S

HG

C



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.,

2013

kawneer.com

31

EC 97911-199

0.48

0.46

0.44

0.42

0.40

0.38

0.36

0.34

0.32

0.30

0.28

0.26

0.24

0.22

0.20

0.55

0.54

0.52

0.50

0.49

0.47

0.45

0.43

0.42

0.40

0.38

0.37

0.35

0.33

0.32

0.90

0.85

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.81

0.77

0.72

0.68

0.63

0.59

0.54

0.50

0.45

0.41

0.36

0.32

0.27

0.23

0.18

0.90

0.85

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.84

0.80

0.75

0.71

0.66

0.62

0.57

0.53

0.48

0.44

0.39

0.35

0.30

0.26

0.21


ADMD070EN

FEBRUARY, 2019

Thermal Transmittance 1 (BTU/hr • ft 2 • °F)

SHGC Matrix 2 (SSG) Visible Transmittance 2 (SSG)

Glass U-Factor 3 Overall U-Factor 4

Glass VT 3 Overall VT 4Glass SHGC 3 Overall SHGC 4

THERMAL 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").

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© K

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nc.,

2013

kawneer.com

32

EC 97911-199


ADMD070EN


1600 LR Wall TM C W S - Arconic · 2019. 2. 26. · Kawneer reserves the right to change...

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