construction & building materials directory - 2000 skylight 1 · 2015. 9. 16. · features...

FEATURES

kawneer.com

2000 SKYLIGHTL

aws

and

build

ing

and

saf

ety

code

s go

vern

ing

the

desi

gn a

nd u

se o

f gla

zed

ent

ranc

e, w

indo

w,

and

cur

tain

wal

l pro

duc

ts v

ary

wid

ely

. K

aw

nee

r do

es n

ot c

ontr

olth

e s

elec

tion

of

prod

uct

conf

igur

atio

ns,

oper

atin

g ha

rdw

are

, or

gla

zing

mat

eria

ls,

and

ass

umes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

21

E.C. 97911-45

AUGUST, 2012

FEATURES

Suitable for sloped glazed area, or roof mounted skylights

Integrates with standard 1600 vertical wall

Pressure equalized rain screen design

Simple overlap connections

"Shingled" internal channels for positive drainage

Integral purlin condensation gutters

Optional rafter condensation gutters

Tremco VISIONstrip® exterior glazing system

Interior elastomeric glazing gaskets

Structural silicone glazed (SSG) option for purlins

Three rafter depths for efficient structural design

Optional roll formed steel reinforcing channels

Veneer type mullion for use with steel sub-structure

Single glazing adapter for exterior canopies

Accommodates slopes from 20° to 45°

Full and half compression rings for pyramids and sloped gables

Slope, gable, pyramid, and canopy construction available

Exterior / interior colour options

kawneer.com

2000 SKYLIGHTBLANK PAGE

Law

s an

d bu

ildin

g a

nd s

afet

y co

des

gove

rnin

g th

e de

sign

and

use

of g

laze

de

ntra

nce,

win

dow

, a

nd c

urta

in w

all p

rod

ucts

var

y w

ide

ly.

Ka

wn

eer

does

not

con

trol

the

sel

ectio

n o

f pr

oduc

t co

nfig

urat

ions

, op

erat

ing

hard

wa

re,

or g

lazi

ng m

ater

ials

,a

nd a

ssum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

2

2

E.C. 97911-45

AUGUST, 2012

INDEX

kawneer.com

2000 SKYLIGHTL

aws

and

build

ing

and

saf

ety

code

s go

vern

ing

the

desi

gn a

nd u

se o

f gla

zed

ent

ranc

e, w

indo

w,

and

cur

tain

wal

l pro

duc

ts v

ary

wid

ely

. K

aw

nee

r do

es n

ot c

ontr

olth

e s

elec

tion

of

prod

uct

conf

igur

atio

ns,

oper

atin

g ha

rdw

are

, or

gla

zing

mat

eria

ls,

and

ass

umes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

23

E.C. 97911-45

AUGUST, 2012

7 to 10

STRUCTURAL LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . .

DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

SKYLIGHT TYPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

PICTORIAL VIEW

LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OFTHIS PRODUCT VARY WIDELY. KAWNEER DOES NOT CONTROL THE SELECTIONAND USE OF THIS PRODUCT AND ASSUMES NO RESPONSIBILITY THEREFOR.

Kawneer reserves the right to change or discontinue this product without notice.

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

6

11, 12

THERMAL CHARTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13, 21

kawneer.com

2000 SKYLIGHTBLANK PAGE

Law

s an

d bu

ildin

g a

nd s

afet

y co

des

gove

rnin

g th

e de

sign

and

use

of g

laze

de

ntra

nce,

win

dow

, a

nd c

urta

in w

all p

rod

ucts

var

y w

ide

ly.

Ka

wn

eer

does

not

con

trol

the

sel

ectio

n o

f pr

oduc

t co

nfig

urat

ions

, op

erat

ing

hard

wa

re,

or g

lazi

ng m

ater

ials

,a

nd a

ssum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

2

4

E.C. 97911-45

AUGUST, 2012

PICTORIAL VIEW

kawneer.com

2000 SKYLIGHTL

aws

and

build

ing

and

saf

ety

code

s go

vern

ing

the

desi

gn a

nd u

se o

f gla

zed

ent

ranc

e, w

indo

w,

and

cur

tain

wal

l pro

duc

ts v

ary

wid

ely

. K

aw

nee

r do

es n

ot c

ontr

olth

e s

elec

tion

of

prod

uct

conf

igur

atio

ns,

oper

atin

g ha

rdw

are

, or

gla

zing

mat

eria

ls,

and

ass

umes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

25

E.C. 97911-45

AUGUST, 2012

INTEGRAL PURLINCONDENSATION GUTTER

SIMPLE OVERLAPCONNECTIONS WITH NO

CONDENSATION GUTTEROPTIONAL RAFTER

NOTCHES TO RAFTERS

kawneer.com

2000 SKYLIGHTSKYLIGHT TYPES

Law

s an

d bu

ildin

g a

nd s

afet

y co

des

gove

rnin

g th

e de

sign

and

use

of g

laze

de

ntra

nce,

win

dow

, a

nd c

urta

in w

all p

rod

ucts

var

y w

ide

ly.

Ka

wn

eer

does

not

con

trol

the

sel

ectio

n o

f pr

oduc

t co

nfig

urat

ions

, op

erat

ing

hard

wa

re,

or g

lazi

ng m

ater

ials

,a

nd a

ssum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

2

6

E.C. 97911-45

AUGUST, 2012

VERTICAL WITH SLOPE

SINGLE SLOPE SKYLIGHT

PYRAMID SKYLIGHT

RIDGE SKYLIGHT WITH SLOPED GABLE

RIDGE SKYLIGHT WITH VERTICAL GABLE

1

1

3

3

1

3

3

13

1 4

6

94

2

9

7

2

5

7

2

5

2 8

10

11

DETAILS

kawneer.com

2000 SKYLIGHTL

aws

and

build

ing

and

saf

ety

code

s go

vern

ing

the

desi

gn a

nd u

se o

f gla

zed

ent

ranc

e, w

indo

w,

and

cur

tain

wal

l pro

duc

ts v

ary

wid

ely

. K

aw

nee

r do

es n

ot c

ontr

olth

e s

elec

tion

of

prod

uct

conf

igur

atio

ns,

oper

atin

g ha

rdw

are

, or

gla

zing

mat

eria

ls,

and

ass

umes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

27

E.C. 97911-45

AUGUST, 2012

/1 4SCALE FULL SIZE

2

2

822-001

7"

(Nom

.)

"21/

"21/

1RAFTER

4HEAD

3PURLIN

216-103

216-051

(Optional)Condensation Gutter

63.51

77.8

63.5

63.5/1 2"

2

(Optional)822-031 Snap-on Cover822-120 Pressure Plate

2SILL

(Optional)

Condensation Gutter

822-002

822-003

209

.68

(N

om.) 139

.75

(N

om.)

76.

23

"

4 114

.3

146

.15

Varies822-034

822-005

822-010

822-005

822-121

"4

1 /

"2

1 /

"4

3 /

"2

1 /822-001

822-002

822-003

216-051

216-103

216-051

216-103

822-003

822-002

822-001 822-010

822-034

822-007

kawneer.com

2000 SKYLIGHTDETAILS

Law

s an

d bu

ildin

g a

nd s

afet

y co

des

gove

rnin

g th

e de

sign

and

use

of g

laze

de

ntra

nce,

win

dow

, a

nd c

urta

in w

all p

rod

ucts

var

y w

ide

ly.

Ka

wn

eer

does

not

con

trol

the

sel

ectio

n o

f pr

oduc

t co

nfig

urat

ions

, op

erat

ing

hard

wa

re,

or g

lazi

ng m

ater

ials

,a

nd a

ssum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

2

8

E.C. 97911-45

AUGUST, 2012

SCALE 1/4 FULL SIZE

30° 45°

SlopedRafter

VerticalMullion

530° RIDGE

545° RIDGE

6TRANSITION

7HIP RAFTER

8GABLE END 9

JAMB

Rafter / MullionCombinations

FOR DETAILS OF 1600 WALL.SEE CURTAIN WALL SECTIONNOTE:

822-

121

822-

009

822-121

822-002

822-121

822-009

822-034

822-007

822-001 216-128

822-002 216-883

216-103

216-051

822-002

822-002

216-051216-103


DETAILS

kawneer.com

2000 SKYLIGHTL

aws

and

build

ing

and

saf

ety

code

s go

vern

ing

the

desi

gn a

nd u

se o

f gla

zed

ent

ranc

e, w

indo

w,

and

cur

tain

wal

l pro

duc

ts v

ary

wid

ely

. K

aw

nee

r do

es n

ot c

ontr

olth

e s

elec

tion

of

prod

uct

conf

igur

atio

ns,

oper

atin

g ha

rdw

are

, or

gla

zing

mat

eria

ls,

and

ass

umes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

29

E.C. 97911-45

AUGUST, 2012

SCALE 1/4 FULL SIZE

MullionVertical

RafterSloped

4HEAD

3PURLIN

2SILL

6TRANSITION

Rafter / MullionCombinations

19.1

19.1

19.1

5 146

.1114

.34

3"

76.

25

(Nom

.)1

39.7

8

(Nom

.)2

09.6 177

.863.5

Condensation Gutter(Optional)

RAFTER1

/1 2"7

" (N

om.)

2

Varies

NOTE: SEE 1600 SSG SECTION F2/B, PAGE 14 FOR NOTES REGARDING STRUCTURAL SILICONE SEALANT REQUIREMENTS ANDSTRUCTURAL LIMITATIONS.

SSG OPTION"

41 /

"2

1 /

"2

1 / "4

3 /

216-103

216-051

822-003

822-002

822-001

822-121

822-005

822-010

216

-103

216

-051

822-008

822-001 216-128

822-002 216-883

"43 /

"43 /

"43 /

822-008

822-006


kawneer.com

2000 SKYLIGHTDETAILS

Law

s an

d bu

ildin

g a

nd s

afet

y co

des

gove

rnin

g th

e de

sign

and

use

of g

laze

de

ntra

nce,

win

dow

, a

nd c

urta

in w

all p

rod

ucts

var

y w

ide

ly.

Ka

wn

eer

does

not

con

trol

the

sel

ectio

n o

f pr

oduc

t co

nfig

urat

ions

, op

erat

ing

hard

wa

re,

or g

lazi

ng m

ater

ials

,a

nd a

ssum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

2

10

E.C. 97911-45

AUGUST, 2012

/1 4SCALE FULL SIZE"

83 /

(Nom

.)/1 2

"5

63.5/1 2"2

63.5/1 2"2

139

.79

.6

6

3

45° 45°

10COMPRESSION

RING

11HALF

COMPRESSIONRING

VENEER RAFTER

SINGLE GLAZING ADAPTER

Rafter detail shownPurlin detail similar

6155.6

155.6

C L7

7.8

Rafter

Hip Raf

ter

Rafter

Rafter

Hip Raf

ter

"81/

1 / 16"

"81/

216-103

216-051

822-004

822-013

822-015 822-015

STRUCTURAL LIMITATIONS

kawneer.com

2000 SKYLIGHTL

aws

and

build

ing

and

saf

ety

code

s go

vern

ing

the

desi

gn a

nd u

se o

f gla

zed

ent

ranc

e, w

indo

w,

and

cur

tain

wal

l pro

duc

ts v

ary

wid

ely

. K

aw

nee

r do

es n

ot c

ontr

olth

e s

elec

tion

of

prod

uct

conf

igur

atio

ns,

oper

atin

g ha

rdw

are

, or

gla

zing

mat

eria

ls,

and

ass

umes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

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nfig

urat

ion

with

out

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r no

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whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

211

E.C. 97911-45

AUGUST, 2012

WIDTH IN FEET

LE

NG

TH

IN

FE

ET

WIDTH IN METRES

LE

NG

TH

IN

ME

TR

ES

A

B

CD

E

F

F

E

D

C

B

A

F

E

D

C

B

A

WIDTH IN FEET

LE

NG

TH

IN

ME

TR

ES

WIDTH IN METRES

LE

NG

TH

IN

FE

ET

WIDTH IN FEET

LE

NG

TH

IN

ME

TR

ES

WIDTH IN METRES

LE

NG

TH

IN

FE

ET

3"

4

5

I = 3.15 in (1.31 x 10 mm )S = 1.26 in (2.06 x 10 mm )

4 6 4

3 4 3

343

464

S = 2.20 in (3.60 x 10 mm )I = 6.91 in (2.88 x 10 mm )

I = 11.64 in (4.85 x 10 mm )S = 3.15 in (5.15 x 10 mm )

4 6 4

3 4 3

I = 1.25 in (5.20 x 10 mm )S = 0.71 in (1.16 x 10 mm )

4 5 4

3 4 3

I = 0.79 in (3.28 x 10 mm )S = 0.71 in (1.17 x 10 mm )

4 5 4

3 4 3

1

76.

2

114

.3

146

.1

A = 20 p.s.f. (0.96 kPa.)B = 30 p.s.f. (1.44 kPa.)C = 40 p.s.f. (1.92 kPa.)D = 50 p.s.f. (2.40 kPa.)

F = 90 p.s.f. (4.31 kPa.)E = 70 p.s.f. (3.36 kPa.)

CENTRES BASED ON THE PURLIN LIMITATIONS.LINES REPRESENT THE MAXIMUM RAFTERTHE RAFTER LIMITATIONS. THE VERTICALTHE CURVED LINES ON THE GRAPHS REPRESENTNOTE:

Calculations are based on CAN3-S157 "Strength Design in Aluminum" in accordance with the National Building Code of Canada,considering combined service loads acting perpendicular to the glass plane and an allowable deflection of 1/175 of the span.

Determine the service dead, wind and live loads acting perpendicular to the glass plane for the required skylight slope. The greatest of thefollowing load combinations should be used to select the rafter required from the charts:

Deadload + WindloadDeadload + LiveloadDeadload + 0.7 (Windload + Liveload)

The information contained here is intended as a guideline only. Consult the National Building Code of Canada and / or local codes if moredetailed analysis is required.

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

76543214

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

210.5 1.0 1.5 2.0

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

42 3 4 5 6 7

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

2.01.51.00.521

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

41 2 3 4 5 6 7

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

2.01.51.00.5

A

B

CD

E

F

822-005

822-006

822-003

822-002

822-001

"2

1 / "4

3 /

kawneer.com

2000 SKYLIGHTSTRUCTURAL LIMITATIONS

Law

s an

d bu

ildin

g a

nd s

afet

y co

des

gove

rnin

g th

e de

sign

and

use

of g

laze

de

ntra

nce,

win

dow

, a

nd c

urta

in w

all p

rod

ucts

var

y w

ide

ly.

Ka

wn

eer

does

not

con

trol

the

sel

ectio

n o

f pr

oduc

t co

nfig

urat

ions

, op

erat

ing

hard

wa

re,

or g

lazi

ng m

ater

ials

,a

nd a

ssum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht

to c

hang

e co

nfig

urat

ion

with

out

prio

r no

tice

whe

n de

emed

nec

essa

ry f

or p

rodu

ct im

pro

vem

ent.

© K

awne

er C

ompa

ny,

Inc.

201

2

12

E.C. 97911-45

AUGUST, 2012

WIDTH IN FEET

LE

NG

TH

IN

FE

ET

WIDTH IN METRES

LE

NG

TH

IN

ME

TR

ES

WIDTH IN FEET

LE

NG

TH

IN

ME

TR

ES

WIDTH IN METRES

LE

NG

TH

IN

FE

ET

WIDTH IN FEET

LE

NG

TH

IN

ME

TR

ES

WIDTH IN METRES

LE

NG

TH

IN

FE

ET

343

454

S = 0.71 in (1.17 x 10 mm )I = 0.79 in (3.28 x 10 mm )

343

454

S = 0.71 in (1.16 x 10 mm )I = 1.25 in (5.20 x 10 mm )

343

464

S = 3.15 in (5.15 x 10 mm )I = 11.64 in (4.85 x 10 mm )

I = 11.39 in (4.74 x 10 mm )S = 5.01 in (8.22 x 10 mm )

4 6 4

3 4 3343

464

S = 3.63 in (5.95 x 10 mm )I = 8.54 in (3.55 x 10 mm )

I = 11.64 in (4.85 x 10 mm )S = 3.15 in (5.15 x 10 mm )

4 6 4

3 4 3

343

464

S = 1.94 in (3.18 x 10 mm )I = 4.73 in (1.97 x 10 mm )

I = 11.64 in (4.85 x 10 mm )S = 3.15 in (5.15 x 10 mm )

4 6 4

3 4 3

A = 20 p.s.f. (0.96 kPa.)B = 30 p.s.f. (1.44 kPa.)C = 40 p.s.f. (1.92 kPa.)D = 50 p.s.f. (2.40 kPa.)

F = 90 p.s.f. (4.31 kPa.)E = 70 p.s.f. (3.36 kPa.)

Aluminum

Steel

Aluminum

Steel

Aluminum

Steel

detailed analysis is required.The information contained here is intended as a guideline only. Consult the National Building Code of Canada and / or local codes if more

Deadload + 0.7 (Windload + Liveload)Deadload + LiveloadDeadload + Windload

the following load combinations should be used to select the rafter required from the charts:Determine the service dead, wind and live loads acting perpendicular to the glass plane for the required skylight slope. The greatest of

considering combined service loads acting perpendicular to the glass plane and an allowable deflection of 1/175 of the span.Calculations are based on CAN3-S157 "Strength Design in Aluminum" in accordance with the National Building Code of Canada,

NOTE:THE CURVED LINES ON THE GRAPHS REPRESENTTHE RAFTER LIMITATIONS. THE VERTICALLINES REPRESENT THE MAXIMUM RAFTERCENTRES BASED ON THE PURLIN LIMITATIONS.

5 146

.1

146

.15 5 146

.1

ReinforcingSteelSteel

ReinforcingReinforcingSteel

822-001

216-132

822-005

822-006

822-001

216-132216-133216-134

822-001

216-132216-133

"4

3 /

"4

3 /

"4

3 /

0.5 1.0 1.5 2.0

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

765432110

11

12

13

14

15

16

17

18

19

20

21

22

23

24

A

B

C

D

E

F

24

23

22

21

20

19

18

17

16

15

14

13

12

11

101 2 3 4 5 6 7

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

2.01.51.00.5

B A

C

D

E

F

24

23

22

21

20

19

18

17

16

15

14

13

12

11

101 2 3 4 5 6 7

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

2.01.51.00.5

C B

D

E

F

AA

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© K

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EC 97911-45

13

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

AUGUST, 2012 2000 SKYLIGHT

Project Specific U-factor Example Calculation

Example Glass U-factor = 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 U-factor vs Percent of Glass Area

Sys

tem

U-f

acto

r (B

TU

/hr·

ft2 ·

oF

)

Percent of Glass

Based on 91% glass and Center of Glass (COG) U-factor of 0.42System U-factor is equal to 0.49 Btu/hr·ft2·oF

THERMAL CHARTS

EXAMPLE

(NOT FOR DESIGN)

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© K

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EC 97911-45

14

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)

2000 SKYLIGHT AUGUST, 2012

CAPTURED GLAZING


Sys

tem

U-f

acto

r (B

TU

/hr·

ft2 ·

oF

)

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

Notes for System U-Factor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.

THERMAL CHARTS

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

COG U-factor

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© K

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EC 97911-45

15AUGUST, 2012 2000 SKYLIGHT

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

Sys

tem

SH

GC

Vision Area / Total Area (%)

COGSHGC

System Visible Transmittance (VT) vs Percent of Vision Area

Sys

tem

VT


COGVT

THERMAL CHARTS

CAPTURED GLAZING

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© K

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Inc.

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EC 97911-45

16 2000 SKYLIGHT AUGUST, 2012

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

1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

CAPTURED GLAZING

Thermal Transmittance 1

THERMAL PERFORMANCE MATRIX

Glass U-Factor 3 Overall U-Factor 4

0.48 0.60

0.46 0.59

0.44 0.57

0.42 0.55

0.40 0.53

0.38 0.52

0.36 0.50

0.34 0.48

0.32 0.46

0.30 0.45

0.28 0.43

0.26 0.41

0.24 0.39

0.22 0.38

0.20 0.36

0.18 0.34

0.16 0.32

0.14 0.31

0.12 0.29

0.10 0.27

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© K

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omp

any,

Inc.

, 201

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EC 97911-45




SHGC Matrix 2 Visible Transmittance 2

CAPTURED GLAZING

Glass SHGC 3 Overall GlassU-Factor 4

0.75 0.69

0.70 0.65

0.65 0.60

0.60 0.56

0.55 0.51

0.50 0.47

0.45 0.42

0.40 0.38

0.35 0.33

0.30 0.29

0.25 0.24

0.20 0.19

0.15 0.15

0.10 0.10

0.05 0.06

Glass VT 3 Overall VT 4

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

0.15 0.14

0.10 0.09

0.05 0.05


Law

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© K

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Inc.

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EC 97911-45

18

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)

2000 SKYLIGHT AUGUST, 2012

SSG GLAZING


Sys

tem

U-f

acto

r (B

TU

/hr·

ft2 ·

oF

)

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

Notes for System U-Factor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.

THERMAL CHARTS

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

COG U-factor

Law

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and

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of g

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© K

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any,

Inc.

, 201

2

kawneer.com

EC 97911-45


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

Sys

tem

SH

GC


COGSHGC

System Visible Transmittance (VT) vs Percent of Vision Area

Sys

tem

VT


COGVT

THERMAL CHARTS

SSG GLAZING

Law

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© K

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Inc.

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EC 97911-45




SSG GLAZING

Thermal Transmittance 1


Glass U-Factor 3 Overall U-Factor 4

0.48 0.60

0.46 0.58

0.44 0.57

0.42 0.55

0.40 0.53

0.38 0.51

0.36 0.50

0.34 0.48

0.32 0.46

0.30 0.45

0.28 0.43

0.26 0.41

0.24 0.39

0.22 0.37

0.20 0.36

0.18 0.34

0.16 0.32

0.14 0.30

0.12 0.29

0.10 0.27

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© K

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omp

any,

Inc.

, 201

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kawneer.com

EC 97911-45




SHGC Matrix 2 Visible Transmittance 2

SSG GLAZING

Glass SHGC 3 Overall GlassU-Factor 4

0.75 0.69

0.70 0.65

0.65 0.60

0.60 0.56

0.55 0.51

0.50 0.47

0.45 0.42

0.40 0.38

0.35 0.33

0.30 0.29

0.25 0.24

0.20 0.19

0.15 0.15

0.10 0.10

0.05 0.06

Glass VT 3 Overall VT 4

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

0.15 0.14

0.10 0.09

0.05 0.05


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© K

awne

er C

omp

any,

Inc.

, 201

2

kawneer.com

EC 97911-45


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