1600 ss s 1 - kawneer.com€¦ · laws and building and safety codes governing the design and use...

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

1

EC 97911-120

1600 SS Curtain Wall System

ADMD060EN

JANUARY, 2017FEATURES

For specific product applications,Consult your Kawneer representative.

Features• 1600 SS is an outside glazed captured or SSG curtain wall system• 1600 SS has 2-1/2" (63.5) sight lines• Standard 6" (152.4) or 7-1/2" (190.5) depth systems• Standard infill options 1/4" (6.4) and 1" (25.4), other infills available• Thermally Broken by means of a continuous 1/4" (6.4) low conductance spacer• A pre-glazed option, 1600 SS (Preglazed), is also available• Perimeter seal can be installed at the pressure plate or mullion shoulder• 1600 SS can be supplied fabricated and KD or in stock lengths• Interlocking mullion design eliminates need for anti-buckling clips• Concealed fastener joinery creates smooth, monolithic appearance• EPDM gaskets and thermal break• Screw spline joinery method allows shop assembly of ladder sections, reducing field labor• Corners available with shear block fabrication method• 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• Captured system thermal separator can be pre-installed into pressure plate• Fiberglass pressure plates available• Captured and SSG systems with standard Kawneer windows and GLASSventTM windows for

curtain wall• Captured system Integrates with standard Kawneer windows• Deep and bullnose covers available• Integrates with VersoleilTM SunShade Outrigger System and Horizontal or Vertical Single

Blade System• Profit$MakerTM Plus die sets available

Product Applications• Ideal for low to mid-rise applications where high performance is desired• Most of the product assembly can be done in the shop rather than the field. This allows for

better quality control and reduces expensive field labor.

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

2

EC 97911-120


ADMD060EN

JANUARY, 2017BLANK PAGE

Law

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

3

EC 97911-120


ADMD060EN

JANUARY, 2017

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

PICTORIAL VIEW ................................................................................5CAPTURED MULLION FRAMING DETAILS ......................................6SSG MULLION FRAMING DETAILS ...................................................7ENTRANCE DETAILS ......................................................................8,9UNITWALL FRAMING DETAILS .......................................................10(RTS) CAPTURED MULLION FRAMING DETAILS .....................11,12ENTRANCE DETAILS (RTS) .............................................................13CORNER DETAILS .......................................................................14,15GLASSventTM WINDOWS FOR CURTAIN WALL/WINDOWS ..........16BACK PAN DETAILS .........................................................................17ANCHORING ................................................................................18,19WIND LOAD / DEAD LOAD CHARTS ........................................ 20-25THERMAL CHARTS ................................................................... 26-41

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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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

4

EC 97911-120


ADMD060EN


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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

5

EC 97911-120


ADMD060EN

JANUARY, 2017PICTORIAL VIEW

Law

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2014

kawneer.com

6

EC 97911-120

11A

7 9A

3

55A

86

2

4A4

9

1A

2-1/

2"(6

3.5)

1/2"

(12.

7)

6"(152.4)

7-1/2"(190.5)

1

2

3

4

55A

4A


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"

CAPTURED MULLION FRAMING DETAILS

ELEVATION IS NUMBER KEYED TO DETAILS

ANCHORDETAILS

CORNERDETAILS

ENTRANCEDETAILS

PERIMETERPRESSURE PLATE

PERIMETER MULLION


PERIMETER MULLION

OPTIONALFIBERGLASS

PRESSURE PLATE

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© K

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ompa

ny, I

nc.,

2014

kawneer.com

7

EC 97911-120

2-1/2"(63.5)

1/2"(12.7)

6"(1

52.4

) 7-1/

2"(1

90.5

)

11A

6, 6A

11

2A

3

4A

55A

10

7, 7A

2

4

6 6A 8 10

7 7A 9 119A


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"

SSG MULLION FRAMING DETAILS


CORNERDETAILS

ENTRANCEDETAILS

ANCHORDETAILS

OPTIONALFIBERGLASS

PRESSURE PLATE

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

8

EC 97911-120

2-1/

2"(6

3.5)

6"(152.4)

1-3/

4"(6

3.5)1/8"

(3.2

)

7-1/2"(190.5)

2-1/

2"(6

3.5)

6"(152.4)

1-3/

4"(6

3.5)1/8"

(3.2

)

7-1/2"(190.5)

2-1/

2"(6

3.5)

6"(152.4)

1-3/

4"(6

3.5)1/8"

(3.2

)

7-1/2"(190.5)

2-1/2"(63.5)

6"(1

52.4

)7-1/

2"(1

90.5

)

3/4"(19.0)

2-1/2"(63.5)

6"(1

52.4

)7-1/

2"(1

90.5

)

3/4"(19.0)

2 4

1 3

1

1A

3

2

4


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"

ENTRANCE DETAILS

TRANSOM BARBUTT HUNG OR OFFSET PIVOT

WITH SURFACE CLOSER


WITH SINGLE ACTING OFFSET ARM CONCEALED OVERHEAD CLOSER

TRANSOM BARCENTER HUNG

WITH CONCEALED OVER HEAD CLOSER

DOOR JAMBBUTT HUNG

OROFFSET PIVOT

DOOR JAMBCENTER HUNG

B/H or O/P C/H


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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

9

EC 97911-120

2-1/

2"(6

3.5)

6"(152.4)

7-1/2"(190.5)

2-1/

2"(6

3.5)

6"(152.4)

7-1/2"(190.5)

2-1/

2"(6

3.5)

6"(152.4)

7-1/2"(190.5)

2-1/2"(63.5)

6"(1

52.4

)7-1/

2"(1

90.5

)

2-1/2"(63.5)

6"(1

52.4

)7-1/

2"(1

90.5

)6"

(152

.4)7-

1/2"

(190

.5)

2-1/2"(63.5)

3/4"(19.0)

5

5A

5B

6

6

5

6

6


ADMD060EN

JANUARY, 2017


FLUSH TRANSOM BARBUTT HUNG OR OFFSET PIVOT

WITH SURFACE CLOSER

FLUSH TRANSOM BARBUTT HUNG OR OFFSET PIVOT

WITH SURFACE CLOSER

FLUSH TRANSOM BARBUTT HUNG OR OFFSET PIVOT WITH LCN 2030 COC CLOSER

SCALE 3" = 1'-0"

ENTRANCE DETAILS

FLUSH DOOR JAMBBUTT HUNG

OROFFSET PIVOT

ALTERNATE SSGFLUSH DOOR JAMB

BUTT HUNGOR

OFFSET PIVOT

ALTERNATE SSG DOOR JAMB

BUTT HUNGOR

OFFSET PIVOT

B/H or O/P

OptionalInterior Cover

OptionalInterior Cover

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

10

EC 97911-120

2-1/

2"(6

3.5)

1/2"

(12.

7)

6"(152.4)

7-1/2"(190.5)

1A 1

2

3

4

55A

3"(7

6.2)

3"(7

6.2) 2A

4A

11A

7 9

2A

3

4A

55A

86

2

4


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"



PERIMETER MULLION


PERIMETER MULLION

NOTE: SEE PAGE 7 FOR VERTICAL MULLION DETAILS

UNITWALL FRAMING DETAILS

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er C

ompa

ny, I

nc.,

2014

kawneer.com

11

EC 97911-120

3"(7

6.2)

11A

7 9

2

3

4

55A

86

2-1/

2"(6

3.5)

1/2"

(12.

7)

6"(152.4)

7-1/2"(190.5)

1A 1

2

3

4

55A

2A

4A

3"(7

6.2)


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"


(RTS) CAPTURED MULLION FRAMING DETAILS

(RTS) - Reversed Thermal Separator


PERIMETER MULLION

CORNERDETAILS

ENTRANCEDETAILS

ANCHORDETAILS


PERIMETER MULLION

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

12

EC 97911-120

2-1/2"(63.5)

1/2"(12.7)

6"(1

52.4

) 7-1/

2"(1

90.5

)

6

7

8

9


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"

(RTS) CAPTURED MULLION FRAMING DETAILS


Law

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ildin

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duct

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awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

13

EC 97911-120

2 4

1 3

2-1/

2"(6

3.5)

6"(152.4)

1-3/

4"(6

3.5)1/8"

(3.2

)

7-1/2"(190.5)

2-1/

2"(6

3.5)

6"(152.4)

1-3/

4"(6

3.5)1/8"

(3.2

)

7-1/2"(190.5)

2-1/2"(63.5)

6"(1

52.4

)7-1/

2"(1

90.5

)

3/4"(19.0)

2-1/2"(63.5)

6"(1

52.4

)7-1/

2"(1

90.5

)

3/4"(19.0)

2-1/

2"(6

3.5)

6"(152.4)

1-3/

4"(6

3.5)1/8"

(3.2

)

7-1/2"(190.5)

1

1A

3

2

4


ADMD060EN

JANUARY, 2017


SCALE 3" = 1'-0"

ENTRANCE DETAILS (RTS)


WITH SURFACE CLOSER


WITH SINGLE ACTING OFFSET ARM CONCEALED OVERHEAD CLOSER

TRANSOM BARCENTER HUNG

WITH CONCEALED OVER HEAD CLOSER

DOOR JAMBBUTT HUNG

OROFFSET PIVOT

DOOR JAMBCENTER HUNG

B/H or O/P C/H

(RTS) ENTRANCE ELEVATION


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

14

EC 97911-120


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"

CORNER DETAILS

90° OUTSIDE CORNER 90° INSIDE CORNER

90° OUTSIDE CORNER (RTS) 90° INSIDE CORNER (RTS)

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 97911-120


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"

CORNER DETAILS

90° INSIDE SSG CORNER90° OUTSIDE SSG CORNER

135° INSIDE SSG CORNER135° OUTSIDE SSG CORNER

90° OUTSIDE CORNER 135° OUTSIDE CORNER

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 97911-120


ADMD060EN

JANUARY, 2017

HEAD

SILL

JAMB

SILL

HEAD

SCALE 3" = 1'-0"

NOTE: Other vent types can be accommodated. Contact your Kawneer representative for other options.

JAMBAT CAPTURED MULLION

JAMBAT SSG MULLION

8225TL THERMAL WINDOWS

GLASSventTM WINDOWS FOR CURTAIN WALL

GLASSventTM WINDOWS FOR CURTAIN WALL/WINDOWS

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 97911-120

5

3

4

6

1 2

3"(7

6.2)

3/4"

(19.

1)

1

3

2

4

5

6

2-1/2"(63.5)


ADMD060EN

JANUARY, 2017

SCALE 3" = 1'-0"


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

HEAD

EXPANSION JOINT

TYPICAL DEADLOAD ANCHOR

TRANSOM – SPANDREL OVER VISION

JAMB MULLIONAT SPANDREL

MULLION AT SPANDREL

BACKPAN 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.,

2014

kawneer.com

18

EC 97911-120

1" (25.4)

1" (25.4)


ADMD060EN

JANUARY, 2017

ANCHORING TO FLOOR SLAB

ANCHORING TO SUPPORT STEEL

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

ANCHORING

MINIMUM

MINIMUM

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 97911-120

1" (25.4)

1" (25.4)


ADMD060EN

JANUARY, 2017ANCHORING

ANCHORING TO HORIZONTALSTRUCTURAL STEEL

ANCHORING TO VERTICALSTRUCTURAL STEEL

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

MINIMUM

MINIMUM

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 97911-120


ADMD060EN

JANUARY, 2017

DEADLOAD CHARTSHorizontal or deadload limitations are based upon 1/8" (3.2), maximum allowable deflection at the center of an intermediate horizontal member. The accompanying charts are calculated for 1" (25.4) thick insulating glass or 1/4" (6.4) thick glass supported on two setting blocks placed at the loading points shown.

WIND LOAD CHARTSMullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104 MPa), STEEL 30,000 psi (207 MPa). Charted curves, in all cases are for the limiting value. Wind load charts contained herein are based upon nominal wind load utilized in allowable stress design. A conversion from Load Resistance Factor Design (LRFD) is provided. To convert ultimate wind loads to nominal loads, multiply ultimate wind loads by a factor of 0.6 per ASCE/SEI 7. A 4/3 increase in allowable stress has not been used to develop these curves. For special situations not covered by these curves, contact your Kawneer representative for additional information.

WIND LOAD / DEAD LOAD CHARTS

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

21

EC 97911-120

169001 169002

6.0

5.016

15

14

13

87654321

ED

6

17

B

18

19

20

12

C8

9

7

10

11

1.0

1.0

2.0

3.0

4.0

2.0

0

A

5

4

3

2

9.0

8.0

7.0

30

29

28

27

26

25

24

22

21

23

6.0

5.016

15

14

13

87654321

E

D

17

B18

19

20

12

C

1.0

4.0

2.0

0

A

169003 169004

6.0

5.016

15

14

13

87654321

ED

6

17

B

18

19

20

12

C

8

9

7

10

11

1.0

1.0

2.0

3.0

4.0

2.0

0

A

5

4

3

2

9.0

8.0

7.0

30

29

28

27

26

25

24

22

21

23

6.0

5.016

15

14

13

87654321

E

D17

B

18

19

20

12

C

1.0

4.0

2.0

0

A


ADMD060EN

JANUARY, 2017

I = 5.652 (235.25 x 104)S = 1.954 (32.02 x 103)

SINGLE SPAN TWIN SPAN

WIND LOAD CHARTS (1" INFILL)

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS


MU

LLIO

N H

EIG

HT

IN F

EE

T


MU

LLIO

N H

EIG

HT

IN M

ETE

RS

EQU

AL

EQU

AL

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HTT

I = 11.512 (479.16 x 104)S = 3.141 (51.47 x 103)



MU

LLIO

N H

EIG

HT

IN F

EE

T



MU

LLIO

N H

EIG

HT

IN F

EE

T


MU

LLIO

N H

EIG

HT

IN M

ETE

RS

EQU

AL

EQU

AL

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

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

22

EC 97911-120

169005 169006

169007 169008

6.0

5.016

15

14

13

87654321

ED

6

17

B

18

19

20

12

C8

9

7

10

11

1.0

1.0

2.0

3.0

4.0

2.0

0

A

5

4

3

2

9.0

8.0

7.0

30

29

28

27

26

25

24

22

21

23

6.0

5.016

15

14

13

87654321

E

D

17

B

18

19

20

12

C

1.0

4.0

2.0

0

A

6.0

5.016

15

14

13

87654321

E

D

6

17

B

18

19

20

12

C

8

9

7

10

11

1.0

1.0

2.0

3.0

4.0

2.0

0

A

5

4

3

2

9.0

8.0

7.0

30

29

28

27

26

25

24

22

21

23

6.0

5.016

15

14

13

87654321

E

D

17

B

18

19

20

12

C

1.0

4.0

2.0

0

A


ADMD060EN

JANUARY, 2017WIND LOAD CHARTS (1" INFILL)

I = 3.609 (150.22 x 104)S = 1.773 (29.05 x 103)



MU

LLIO

N H

EIG

HT

IN F

EE

T


MU

LLIO

N H

EIG

HT

IN M

ETE

RS


MU

LLIO

N H

EIG

HT

IN F

EE

T


MU

LLIO

N H

EIG

HT

IN M

ETE

RS

EQU

AL

EQU

AL

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

I = 8.065 (335.69 x 104)S = 2.842 (46.57 x 103)



MU

LLIO

N H

EIG

HT

IN F

EE

T


MU

LLIO

N H

EIG

HT

IN M

ETE

RS


MU

LLIO

N H

EIG

HT

IN F

EE

T


MU

LLIO

N H

EIG

HT

IN M

ETE

RS

EQU

AL

EQU

AL

MU

LLIO

N H

EIG

HT

MU

LLIO

N H

EIG

HT

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

23

EC 97911-120

0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

13

6

1 2 3 4 5 6 7 8 0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B 12

13

6

1 2 3 4 5 6 7 8

0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

13

6

1 2 3 4 5 6 7 8 0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

13

6

1 2 3 4 5 6 7 8

169014

169017


ADMD060EN

JANUARY, 2017

(1/4" INFILL)

A = 1/4 POINT LOADING B = 1/8 POINT LOADING

(1" INFILL)

DEAD LOAD CHARTS

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

(1/4" INFILL) (1" INFILL)

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

A = 1/4 POINT LOADING B = 1/8 POINT LOADING

I = 1.620 (67.43 x 104)S = 1.296 (21.24 x 103)

I = 2.052 (85.41 x 104)S = 1.642 (26.91 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.,

2014

kawneer.com

24

EC 97911-120

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

169016

169019


ADMD060EN

JANUARY, 2017DEAD LOAD CHARTS

(1/4" INFILL)

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

(1" INFILL)

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S


SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S


I = 0.589 (24.52 x 104)S = 0.456 (7.47 x 103)

I = 0.598 (24.89 x 104)S = 0.470 (7.70 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.,

2014

kawneer.com

25

EC 97911-120

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

87654321

6

13

12

8

9

7

10

11

1.0

1.0

2.0

3.0

2.0

0

A

5

4

3

2

1

0

B

169018

169015


ADMD060EN

JANUARY, 2017DEAD LOAD CHARTS

(1/4" INFILL)


(1" INFILL)

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S


SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S


I = 0.659 (27.43 x 104)S = 0.496 (8.13 x 103)

I = 0.671 (27.93 x 104)S = 0.514 (8.42 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.,

2014

kawneer.com

26

EC 97911-120

2-1/2" Typ.

3'-0

"4'

-0"

8'-0

"6'

-0"

9'-0

"

31'-3

"

5'-0"

2-1/

2"Ty

p.


ADMD060EN

JANUARY, 2017THERMAL 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%

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

27

EC 97911-120

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


ADMD060EN

JANUARY, 2017THERMAL 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.,

2014

kawneer.com

28

EC 97911-120

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

0.75

0.65

0.55

0.45

0.35

0.25

(2.73)(2.61)(2.50)(2.39)(2.27)(2.16)(2.05)(1.93)(1.82)(1.71)(1.59)(1.48)(1.37)(1.25)(1.14)

2.00

3.00

4.00

5.00

11.00

15.00

19.00

30.00

(0.35)

(0.53)

(0.70)

(0.88)

(1.94)

(2.64)

(3.34)

(5.28)

(4.00)

(4.50)

(3.50)

(3.00)

(2.50)

(1.50)

(2.00)

0.70

0.60

0.50

0.40

0.30

0.20

95 90 85 80 75 70

0.65

0.55

0.45

0.35

0.25

(4.00)

(3.50)

(3.00)

(2.50)

(1.50)

(2.00)

0.15

0.05

0.10 (1.50)

(2.00)

0.90

0.85(5.00)

W

m 2

·°C

(

)W

m

2 ·°

C(

)


ADMD060EN

JANUARY, 2017THERMAL CHARTS (CAPTURED)

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

System U-Factor for Vision Glass

COG U-factor


Syst

em U

-Fac

tor

Spandrel R-Value

System U-Factors for Spandrel Glass


Btu

h·

ft 2 ·°

F

Syst

em U

-Fac

tor

Btu

h·

ft 2 ·°

F

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 97911-120

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

75

0.90

0.85

7085 8095 90

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

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

75

0.90

0.85

7085 8095 90

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10


ADMD060EN

JANUARY, 2017THERMAL CHARTS (CAPTURED)

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

SHGC

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.


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.,

2014

kawneer.com

30

EC 97911-120


ADMD060EN

JANUARY, 2017THERMAL PERFORMANCE MATRIX (NFRC SIZE) - (CAPTURED)

NOTE: For glass values that are not listed, linear interpolation is permitted.

1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2,000 mm wide by 2,000 mm high (78-3/4" by 78-3/4").

1" GLAZING WITHALUMINUM PRESSURE PLATE

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

0.48 0.620.46 0.600.44 0.590.42 0.570.40 0.550.38 0.540.36 0.520.34 0.500.32 0.490.30 0.470.28 0.460.26 0.440.24 0.420.22 0.410.20 0.39

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.90 0.820.85 0.780.80 0.730.75 0.690.70 0.640.65 0.600.60 0.550.55 0.510.50 0.460.45 0.420.40 0.370.35 0.330.30 0.290.25 0.240.20 0.20

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.90 0.810.85 0.760.80 0.720.75 0.670.70 0.630.65 0.580.60 0.540.55 0.490.50 0.450.45 0.400.40 0.360.35 0.310.30 0.270.25 0.220.20 0.18

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

31

EC 97911-120

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

0.75

0.65

0.55

0.45

0.35

0.25

(2.73)(2.61)(2.50)(2.39)(2.27)(2.16)(2.05)(1.93)(1.82)(1.71)(1.59)(1.48)(1.37)(1.25)(1.14)

2.00

3.00

4.00

5.00

11.00

15.00

19.00

30.00

(0.35)

(0.53)

(0.70)

(0.88)

(1.94)

(2.64)

(3.34)

(5.28)

(4.00)

(4.50)

(3.50)

(3.00)

(2.50)

(1.50)

(2.00)

0.70

0.60

0.50

0.40

0.30

0.20

95 90 85 80 75 70

0.65

0.55

0.45

0.35

0.25

(4.00)

(3.50)

(3.00)

(2.50)

(1.50)

(2.00)

0.15

0.05

0.10 (1.50)

(2.00)

0.90

0.85(5.00)

W

m 2

·°C

(

)W

m

2 ·°

C(

)


ADMD060EN

JANUARY, 2017 THERMAL CHARTS (SSG)



COG U-factor


Syst

em U

-Fac

tor

Spandrel R-Value

System U-Factors for Spandrel Glass


Btu

h·

ft 2 ·°

F

Syst

em U

-Fac

tor

Btu

h·

ft 2 ·°

F

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

32

EC 97911-120

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

75

0.90

0.85

7085 8095 90

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

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

75

0.90

0.85

7085 8095 90

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10


ADMD060EN

JANUARY, 2017THERMAL CHARTS (SSG)

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

COG VT




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.,

2014

kawneer.com

33

EC 97911-120


ADMD060EN

JANUARY, 2017THERMAL PERFORMANCE MATRIX (NFRC SIZE) - (SSG)

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

Glass U-Factor 3 Overall U-Factor 4

0.48 0.56

0.46 0.54

0.44 0.53

0.42 0.51

0.40 0.49

0.38 0.48

0.36 0.46

0.34 0.44

0.32 0.42

0.30 0.41

0.28 0.39

0.26 0.37

0.24 0.36

0.22 0.34

0.20 0.32

SHGC Matrix 2


0.90 0.87

0.85 0.82

0.80 0.77

0.75 0.73

0.70 0.68

0.65 0.64

0.60 0.59

0.55 0.55

0.50 0.50

0.45 0.46

0.40 0.41

0.35 0.37

0.30 0.32

0.25 0.28

0.20 0.23



0.90 0.81

0.85 0.77

0.80 0.72

0.75 0.68

0.70 0.63

0.65 0.59

0.60 0.54

0.55 0.50

0.50 0.45

0.45 0.41

0.40 0.36

0.35 0.32

0.30 0.27

0.25 0.23

0.20 0.18



1" GLAZING WITHALUMINUM PRESSURE PLATE

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

34

EC 97911-120

0.48 (2.72)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)


ADMD060EN

JANUARY, 2017THERMAL CHARTS (CAPTURED - FIBERGLASS PRESSURE PLATE)



COG U-factor


Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

1" GLAZING WITH FIBERGLASS PRESSURE PLATE

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 (winter conditions) 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.,

2014

kawneer.com

35

EC 97911-120

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


ADMD060EN

JANUARY, 2017

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

COGSHGC


Syst

em S

HG

C



THERMAL CHARTS (CAPTURED - FIBERGLASS PRESSURE PLATE)

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

36

EC 97911-120

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


ADMD060EN

JANUARY, 2017

COG VT




Syst

em V

T


THERMAL CHARTS (CAPTURED - FIBERGLASS PRESSURE PLATE)

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

37

EC 97911-120


ADMD060EN

JANUARY, 2017



THERMAL PERFORMANCE MATRIX (NFRC SIZE) CAPTURED - FIBERGLASS PRESSURE PLATE

1" GLAZING WITHFIBERGLASS PRESSURE PLATE


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 0.430.30 0.410.28 0.390.26 0.380.24 0.360.22 0.340.20 0.33

SHGC Matrix 2


0.75 0.680.70 0.640.65 0.590.60 0.550.55 0.500.50 0.460.45 0.410.40 0.370.35 0.330.30 0.280.25 0.240.20 0.190.15 0.150.10 0.100.05 0.06



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

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

38

EC 97911-120

0.48 (2.72)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)


ADMD060EN

JANUARY, 2017THERMAL CHARTS (SSG - FIBERGLASS PRESSURE PLATE)



COG U-factor


Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)


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 (winter conditions) 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.,

2014

kawneer.com

39

EC 97911-120

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


ADMD060EN

JANUARY, 2017

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

COGSHGC


Syst

em S

HG

C



THERMAL CHARTS (SSG - FIBERGLASS PRESSURE PLATE)

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

40

EC 97911-120

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


ADMD060EN

JANUARY, 2017

COG VT




Syst

em V

T


THERMAL CHARTS (SSG - FIBERGLASS PRESSURE PLATE)

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

41

EC 97911-120


ADMD060EN

JANUARY, 2017



1" GLAZING WITHFIBERGLASS PRESSURE PLATE

THERMAL PERFORMANCE MATRIX (NFRC SIZE) SSG - FIBERGLASS PRESSURE PLATE


0.48 0.540.46 0.530.44 0.510.42 0.490.40 0.480.38 0.460.36 0.440.34 0.420.32 0.410.30 0.390.28 0.370.26 0.360.24 0.340.22 0.320.20 0.31

SHGC Matrix 2


0.75 0.730.70 0.690.65 0.640.60 0.600.55 0.550.50 0.510.45 0.460.40 0.420.35 0.370.30 0.330.25 0.280.20 0.240.15 0.190.10 0.150.05 0.10



0.75 0.680.70 0.630.65 0.590.60 0.540.55 0.500.50 0.450.45 0.410.40 0.360.35 0.320.30 0.270.25 0.230.20 0.180.15 0.140.10 0.090.05 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

42

EC 97911-120


ADMD060EN


1600 ss s 1 - kawneer.com€¦ · laws and building and safety codes governing the design and use...

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