1 o 1 - arconic · degree of slope is figured from the horizontal plane. permitted slope angles are...

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ompa

ny, I

nc.,

2014

kawneer.com

1

EC 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

For specific product applications,Consult your Kawneer representative.

Features• Easily integrates with 1600 Wall Systems• Flush grid exterior has a 2-1/2" (63.5) sightline • Rafter are available in 3-1/8" (79.4), 4-3/4" (120.7) and 6" (152.4) depths• Accepts 3/16" (4.8) to 1-5/16" (33.3) thick glazing material• Silicone Glazed option for purlins is standard• Stick system is fully factory fabricated for quality control• Corner and Splayed application available• Two color option• PermandonicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Heavyweight purlins available• 8-5/8" (219.1) rafter available for long spans

Product Applications• Slope Glazing integrated with vertical Curtain Wall• Slopes terminating on a parapet wall or curb• Slopes applied to a grid subframe

FEATURES

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

2

EC 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018BLANK PAGE

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er C

ompa

ny, I

nc.,

2014

kawneer.com

3

EC 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018INDEX

PICTORIAL VIEW/GENERAL INFORMATION ...................................4CONSTRUCTION DETAILS ............................................................5, 6SLOPE APPLIED TO STEEL GRID ....................................................7SLOPE APPLIED TO CORNERS ........................................................8STRUCTURAL CHARTS ............................................................... 9-14THERMAL CHARTS .................................................................... 15-22

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

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© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

4

EC 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

APPLICATION1600 S.G. is designed to accommodate three primary configurations. 1) Slopes integrated with vertical 1600 Wall. 2) Slopes terminating on a curb or parapet wall, 3) Slopes applied to steel grid or part of a sloped roof. Outside or Inside corners may be adapted to the first two configurations. Standard members are shown in this section. Their use will result in the most economic application of the system. Deviations from the standard are possible but should be reviewed with your Kawneer representative.

DEGREE OF SLOPEDegree of slope is figured from the horizontal plane. Permitted slope angles are 15° to 60° inclusive.

GLAZINGThe system is designed to accept infills of 3/16" to 1-5/16", made of either glass or polycarbonate materials. When plexiglass or lexan type glazing is used, manufacturers guidelines for glazing material, and maximum size must be consulted. Other infill thicknesses are possible but must be reviewed with your Kawneer representative.

PICTORIAL VIEW / GENERAL INFORMATION

PVC THERMALBREAK

COVER

PURLIN

PRESSUREPLATE

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

5

EC 97911-182

420079

420002

420094

2

3A

43B

3C

2

3C

1

3A 3B

2

3C

4

5 6

420002

3A 3B

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018CONSTRUCTION DETAILS

ELEVATION SECTION

ADJUSTABLE EAVE15° TO 60° INCLUSIVE

ELEVATION SECTION

OPTIONAL CAPTUREDPURLIN

STRUCTURAL SILICONE GLAZED PURLIN

OPTIONAL HEAVYWEIGHT

PURLIN

1" GLAZING SHOWN, 3/16" TO 1-5/16" GLAZING AVAILABLE. 4-3/4" SYSTEM SHOWN, 3-1/8" AND 6" SYSTEMS AVAILABLE.

SEE "1600 WALL" FOR DETAILS OF VERTICAL WALL

ADJUSTABLE HEAD

on page 6

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

Structural Silicone Sealant(by Others)*

* INSTALLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulated Glass Unit Manufacturers.

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

6

EC 97911-1824-

3/4"

(120

.7)

6"(1

52.4

)

2-1/2"(63.5)

2-1/2"

(63.5)

11

1/4" 1"

1/4" 1" 1/4" 1"

420005

420091

420030

420090

1/4" 1"

420005

420091

420030

420090

5 5 6 5

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018CONSTRUCTION DETAILS

NOTE: Optional 8-5/8" rafter is also available. See structural charts for capabilities.

BRAKE CLOSURE

RAFTERS

PURLINSSTRUCTURAL SILICONE GLAZED PURLINS

NOTE: Optional heavyweight purlin for 1" infill (420094) is also available. See structural charts for capabilities.

SILL GUTTER

1" GLAZING SHOWN3/16" TO 1-5/16" AVAILABLE

ADJUSTABLE EAVE15° TO 60° INCLUSIVE (FOR 4-3/4 RAFTER)

ADJUSTABLE EAVE15° TO 60° INCLUSIVE

(FOR 6" RAFTER)




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er C

ompa

ny, I

nc.,

2014

kawneer.com

7

EC 97911-182

420027 420027STEEL AT LONGSPAN OPENING

420028 420028

420077

420079

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

1/4" (6.4) GLAZING

1" (25.4) GLAZING

LONG SPAN APPLIED TO STRUCTURAL GRID

SLOPE APPLIED TO STEEL GRID

INTERIOR

INTERIOR




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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

8

EC 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018SLOPE APPLIED TO CORNERS

ELEVATION

PLAN

HIP RAFTER

NOTE: ANGLES ARE VARIABLE AND ARE ACCOMPLISHED BY USE OF BRAKE FILLER INSERTS.

ELEVATION

PLAN

NOTE: FOR CONDITIONS NOT SHOWN CONSULT YOUR KAWNEER REPRESENTATIVE.

INSIDE CORNER

OUTSIDE CORNER

VALLEY RAFTER

1" INFILL

1/4" INFILL

1" INFILL 1/4" INFILL


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ompa

ny, I

nc.,

2014

kawneer.com

9

EC 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

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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er C

ompa

ny, I

nc.,

2014

kawneer.com

10

EC 97911-182

.5 1 1.5 2

7.5

7

6.5

6

5.5

5

4.5

4

3.5

25

24

23

22

21

20

19

18

17

16

15

2 3 4 5 6 7 8

14

13

12

111

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

2

20

19

18

17

16

15

14

13

12

11

10

9

8

7

61 2 3 4 5 6 7 8

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

21

20

19

18

17

16

15

14

13

12

11

10

9

8

71 2 3 4 5 6 7 8

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018STRUCTURAL CHARTS

CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1" INFILL

THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.

420079

I= 0.232 (9.66 x 104)S= 0.343 (5.62 x 103)

420030

I= 5.811 (241.87 x 104)S= 2.114 (34.64 x 103)

420079

I= 0.232 (9.66 x 104)S= 0.343 (5.62 x 103)

420090

I= 12.619 (525.24 x 104)S= 3.723 (61.01 x 103)

420092

I= 33.319 (1386.83 x 104)S= 7.086 (116.12 x 103)

420079

I= 0.232 (9.66 x 104)S= 0.343 (5.62 x 103)

RAFTER CENTERS (IN METERS)

RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)

RAFTER CENTERS (IN FEET)


RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)


A

B

C

D

E

F

AB

C

D

E

F

A

B

C

D

E

F


RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)


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 = 70 PSF (3360) 117 PSF (5600)F = 90 PSF (4310) 150 PSF (7200)

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© K

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er C

ompa

ny, I

nc.,

2014

kawneer.com

11

EC 97911-182

.5 1 1.5 2

5

4.5

4

3.5

3

2.5

2

19

18

17

16

15

14

13

12

11

10

9

8

7

6

51 2 3 4 5 6 7 8

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

20

19

18

17

16

15

14

13

12

11

10

9

8

7

61 2 3 4 5 6 7 8

.5 1 1.5 2

7

5.5

5

4.5

4

3.5

24

23

22

21

20

19

18

17

16

15

14

1 2 3 4 5 6 7 8

13

12

11

10

6

6.5

1600 Sloped Glazing

ADMF010EN


420094

I= 1.040 (43.29 x 104)S= 0.817 (13.39 x 103)

420030

I= 5.811 (241.87 x 104)S= 2.114 (34.64 X 103)

420090

I= 12.619 (525.24 x 104)S= 3.723 (61.01 x 103)

420094

I= 1.040 (43.29 x 104)S= 0.817 (13.39 x 103)

420092

I= 33.319 (1386.83 x 104)S= 7.086 (116.12 x 103)

420094

I= 1.040 (43.29 x 104)S= 0.817 (13.39 x 103)


RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)


A

B

C

D

EF

A

B

C

D

E

F

AB

C

D

E

F

CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1" INFILL

THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SEC-TIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.




Law

s an

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ildin

g an

d sa

fety

cod

es g

over

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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

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awne

er d

oes

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ontro

l th

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lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

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are,

or g

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ng m

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ials

, an

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es n

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efor

.

Kaw

neer

rese

rves

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right

to c

hang

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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

12

EC 97911-182

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

2

20

19

18

17

16

15

14

13

12

11

10

9

8

7

61 2 3 4 5 6 7 8

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

21

20

19

18

17

16

15

14

13

12

11

1 2 3 4 5 6 7 8

10

9

8

7

.5 1 1.5 2

7

6.5

6

5.5

5

4.5

4

25

24

23

22

21

20

19

18

17

16

15

14

13

12

111 2 3 4 5 6 7 8

3.5

7.5

1600 Sloped Glazing

ADMF010EN


420002

I= 1.090 (45.37 x 104)S= 0.668 (10.95 x 103)

420030

I= 5.811 (241.87 x 104)S= 2.114 (34.64 x 103)

420090

I= 12.619 (525.24 x 104)S= 3.723 (61.01 x 103)

420092

I= 33.319 (1386.83 x 104)S= 7.086 (116.12 x 103)

420002

I= 1.090 (45.37 x 104)S= 0.668 (10.95 x 103)

420002

I= 1.090 (45.37 x 104)S= 0.668 (10.95 x 103)


RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)


A

B

C

D

EF

A

B

C

D

E

F

AB

C

D

E

F

CHARTS ARE FOR RAFTERS WITH CAPTURED PURLINS 1" INFILL





Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

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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

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awne

er d

oes

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ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

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

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nfigu

ratio

n w

ithou

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r not

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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

13

EC 97911-182

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

2

20

19

18

17

16

15

14

13

12

11

10

9

8

7

61 2 3 4 5 6 7 8

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

21

20

19

18

17

16

15

14

13

12

11

10

9

8

71 2 3 4 5 6 7 8

.5 1 1.5 2

7.5

6.5

6

5.5

5

4.5

4

25

24

23

22

21

20

19

18

17

16

15

14

13

12

111 2 3 4 5 6 7 8

3.5

7

1600 Sloped Glazing

ADMF010EN


420077

I= 0.729 (30.34 x 104)S= 0.701 (11.49 x 103)

420005

I= 6.550 (272.63 x 104)S= 2.458 (40.28 x 103)

420091

I= 13.231 (550.71 x 104)S= 3.899 (63.89 x 103)

420077

I= 0.729 (30.34 x 104)S= 0.701 (11.49 x 103)

420077

I= 0.729 (30.34 x 104)S= 0.701 (11.49 x 103)

420093

I= 35.851 (1492.23 x 104)S= 7.791 (127.67 x 103)


RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)


A

B

C

D

E

F

A

B

C

D

E

F

AB

C

D

E

F

CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1/4" INFILL





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

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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

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spon

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lity

ther

efor

.

Kaw

neer

rese

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the

right

to c

hang

e co

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ratio

n w

ithou

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r not

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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 97911-182

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

2

20

19

18

17

16

15

14

13

12

11

10

9

8

7

61 2 3 4 5 6 7 8

.5 1 1.5 2

6

5.5

5

4.5

4

3.5

3

2.5

21

20

19

18

17

16

15

14

13

12

11

10

9

8

71 2 3 4 5 6 7 8

.5 1 1.5 2

7.5

6.5

6

5.5

5

4.5

4

25

24

23

22

21

20

19

18

17

16

15

14

13

12

111 2 3 4 5 6 7 8

3.5

7

1600 Sloped Glazing

ADMF010EN


420004

I= 1.087 (45.24 x 104)S= 0.792 (12.98 x 103)

420005

I= 6.550 (272.63 x 104)S= 2.458 (40.28 x 103)

420004

I= 1.087 (45.24 x 104)S= 0.792 (12.98 x 103)

420091

I= 13.231 (550.71 x 104)S= 3.899 (63.89 x 103)

420004

I= 1.087 (45.24 x 104)S= 0.792 (12.98 x 103)

420093

I= 35.851 (1492.23 x 104)S= 7.791 (127.67 x 103)


RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)



RA

FTE

R L

EN

GTH

(IN

ME

TER

S)

RA

FTE

R L

EN

GTH

(IN

FE

ET)


A

B

C

D

E

F

AB

C

D

E

F

A

B

C

D

EF

CHARTS ARE FOR RAFTERS WITH CAPTURED PURLINS 1" INFILL





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

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es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

rese

rves

the

right

to c

hang

e co

nfigu

ratio

n w

ithou

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r not

ice

whe

n de

emed

nece

ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2014

kawneer.com

15

EC 97911-182

7'-0

"

9'-6

"

15'-8"

5'-0"

2'-0

"

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

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

Generic Project Specific U-factor Example Calculation(Percent of Glass will Vary on specific products depending on sitelines)

Example Glass Ufactor = 0.42 Btu/hr·ft2·oF

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

Total Projected Area = (Total Daylight Opening + Total Area of Framing System) = 15'8" x 9'6" = 148.83ft2

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

System Ufactor vs Percent of Glass Area

Syst

em U

fact

or (B

TU/h

r·ft2 ·o F)

Percent of GlassBased on 91% glass and Center of Glass (COG) Ufactor of 0.42System Ufactor is equal to 0.49 Btu/hr·ft2·oF

THERMAL CHARTS

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

16

EC 97911-182

0.48 (2.73)0.46 (2.61)0.44 (2.50)0.42 (2.39)0.40 (2.27)0.38 (2.16)0.36 (2.05)0.34 (1.93)0.32 (1.82)0.30 (1.71)0.28 (1.59)0.26 (1.48)0.24 (1.37)0.22 (1.25)0.20 (1.14)0.18 (1.02)0.16 (0.91)0.14 (0.79)0.12 (0.68)0.10 (0.57)

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

CAPTURED GLAZING


Syst

em U

fact

or (B

TU/h

r·ft2 ·o F)

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

Notes for System UFactor, 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.

THERMAL CHARTS

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

COG Ufactor

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 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

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

Syst

em S

HG

C

Vision Area / Total Area (%)

COGSHGC

System Visible Transmittance (VT) vs Percent of Vision Area

Syst

em V

T


COGVT

THERMAL CHARTS

CAPTURED GLAZING

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

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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 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018THERMAL PERFORMANCE MATRIX

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

0.48 0.640.46 0.620.44 0.600.42 0.590.40 0.570.38 0.550.36 0.540.34 0.520.32 0.500.30 0.480.28 0.470.26 0.450.24 0.430.22 0.410.20 0.390.18 0.380.16 0.360.14 0.340.12 0.320.10 0.31

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.690.70 0.640.65 0.600.60 0.550.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.290.25 0.240.20 0.200.15 0.150.10 0.110.05 0.06

SHGC Matrix 2


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

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 GLAZING

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 97911-182

0.48 (2.73)0.46 (2.61)0.44 (2.50)0.42 (2.39)0.40 (2.27)0.38 (2.16)0.36 (2.05)0.34 (1.93)0.32 (1.82)0.30 (1.71)0.28 (1.59)0.26 (1.48)0.24 (1.37)0.22 (1.25)0.20 (1.14)0.18 (1.02)0.16 (0.91)0.14 (0.79)0.12 (0.68)0.10 (0.57)

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018


Syst

em U

fact

or (B

TU/h

r·ft2 ·o F)

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

Notes for System UFactor, 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.

THERMAL CHARTS

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

COG Ufactor

SSG GLAZING

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 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018

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

Syst

em S

HG

C


COGSHGC

System Visible Transmittance (VT) vs Percent of Vision Area

Syst

em V

T


COGVT

THERMAL CHARTS

SSG GLAZING

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 97911-182

1600 Sloped Glazing

ADMF010EN

NOVEMBER, 2018THERMAL PERFORMANCE MATRIX

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

0.48 0.630.46 0.620.44 0.600.42 0.580.40 0.560.38 0.550.36 0.530.34 0.510.32 0.490.30 0.480.28 0.460.26 0.440.24 0.420.22 0.400.20 0.390.18 0.370.16 0.350.14 0.330.12 0.320.10 0.30

SHGC Matrix 2


0.75 0.690.70 0.650.65 0.600.60 0.560.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.290.25 0.240.20 0.200.15 0.150.10 0.110.05 0.06

SHGC Matrix 2


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

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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