FEATURES

kawneer.com

2000 SKYLIGHTLa

ws

and

build

ing

and

safe

ty c

odes

gov

erni

ng th

e de

sign

and

use

of g

laze

den

tran

ce, w

indo

w, a

nd c

urta

in w

all p

rodu

cts

vary

wid

ely.

Kaw

neer

doe

s no

t con

trol

the

sele

ctio

n of

pro

duct

con

figur

atio

ns, o

pera

ting

hard

war

e, o

r gl

azin

g m

ater

ials

,an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht to

cha

nge

conf

igur

atio

n w

ithou

t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

1

E.C. 97903-09

JUNE, 2007

Pressure equalized rain screen design

Simple overlap connections

Integral purlin condensation gutters

Optional rafter condensation gutters

Structural silicone glazed (SSG) option for purlins

Three rafter depths for efficient structural design

Veneer type mullion for use with steel sub-structure

Single glazing adapter for exterior canopies

Suitable for sloped glazed area, or roof mounted skylights

Integrates with standard 1600 vertical wall

"Shingled" internal channels for positive drainage

Full and half compression rings for pyramids and sloped gables

Accommodates slopes from 20° to 45°

Slope, gable, pyramid, and canopy construction available

Optional roll formed steel reinforcing channels

Tremco VISIONstrip exterior glazing system

Interior elastomeric glazing gaskets

®

Exterior / interior colour options

kawneer.com

2000 SKYLIGHTBLANK PAGE

Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entr

ance

, win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontr

olth

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or

glaz

ing

mat

eria

ls,

and

assu

mes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht to

cha

nge

conf

igur

atio

n w

ithou

t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

2

E.C. 97903-09

JUNE, 2007

INDEX

kawneer.com

2000 SKYLIGHTLa

ws

and

build

ing

and

safe

ty c

odes

gov

erni

ng th

e de

sign

and

use

of g

laze

den

tran

ce, w

indo

w, a

nd c

urta

in w

all p

rodu

cts

vary

wid

ely.

Kaw

neer

doe

s no

t con

trol

the

sele

ctio

n of

pro

duct

con

figur

atio

ns, o

pera

ting

hard

war

e, o

r gl

azin

g m

ater

ials

,an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht to

cha

nge

conf

igur

atio

n w

ithou

t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

3

E.C. 97903-09

JUNE 2007

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

kawneer.com

2000 SKYLIGHTBLANK PAGE

Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entr

ance

, win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

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awne

er d

oes

not c

ontr

olth

e se

lect

ion

of p

rodu

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onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or

glaz

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mat

eria

ls,

and

assu

mes

no

resp

onsi

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eref

or.

Kaw

neer

res

erve

s th

e rig

ht to

cha

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conf

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atio

n w

ithou

t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

4

E.C. 97903-09

JUNE, 2007

PICTORIAL VIEW

kawneer.com

2000 SKYLIGHTLa

ws

and

build

ing

and

safe

ty c

odes

gov

erni

ng th

e de

sign

and

use

of g

laze

den

tran

ce, w

indo

w, a

nd c

urta

in w

all p

rodu

cts

vary

wid

ely.

Kaw

neer

doe

s no

t con

trol

the

sele

ctio

n of

pro

duct

con

figur

atio

ns, o

pera

ting

hard

war

e, o

r gl

azin

g m

ater

ials

,an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht to

cha

nge

conf

igur

atio

n w

ithou

t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

5

E.C. 97903-09

JUNE, 2007

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 an

d sa

fety

cod

es g

over

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the

desi

gn a

nd u

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, win

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s va

ry w

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awne

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of p

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onfig

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, ope

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are,

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and

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mes

no

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Kaw

neer

res

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s th

e rig

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cha

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conf

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y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

6

E.C. 97903-09

JUNE, 2007

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 SKYLIGHTLa

ws

and

build

ing

and

safe

ty c

odes

gov

erni

ng th

e de

sign

and

use

of g

laze

den

tran

ce, w

indo

w, a

nd c

urta

in w

all p

rodu

cts

vary

wid

ely.

Kaw

neer

doe

s no

t con

trol

the

sele

ctio

n of

pro

duct

con

figur

atio

ns, o

pera

ting

hard

war

e, o

r gl

azin

g m

ater

ials

,an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

erve

s th

e rig

ht to

cha

nge

conf

igur

atio

n w

ithou

t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

7

E.C. 97903-09

JUNE, 2007

/1 4SCALE FULL SIZE

2

2

822-001

7" (

Nom

.)

"21/

"21/

1RAFTER

4HEAD

3PURLIN

216-103

216-051

(Optional)Condensation Gutter

63.517

7.8

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

(

Nom

.) 139.

75

(

Nom

.)

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 an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entr

ance

, win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontr

olth

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or

glaz

ing

mat

eria

ls,

and

assu

mes

no

resp

onsi

bilit

y th

eref

or.

Kaw

neer

res

erve

s th

e rig

ht to

cha

nge

conf

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atio

n w

ithou

t prio

r no

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whe

n de

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nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

8

E.C. 97903-09

JUNE, 2007

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

FOR DETAILS OF 1600 WALL.SEE CURTAIN WALL SECTIONNOTE:

DETAILS

kawneer.com

2000 SKYLIGHTLa

ws

and

build

ing

and

safe

ty c

odes

gov

erni

ng th

e de

sign

and

use

of g

laze

den

tran

ce, w

indo

w, a

nd c

urta

in w

all p

rodu

cts

vary

wid

ely.

Kaw

neer

doe

s no

t con

trol

the

sele

ctio

n of

pro

duct

con

figur

atio

ns, o

pera

ting

hard

war

e, o

r gl

azin

g m

ater

ials

,an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

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s th

e rig

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cha

nge

conf

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atio

n w

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t prio

r no

tice

whe

n de

emed

nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

9

E.C. 97903-09

JUNE, 2007

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

(N

om.)

139.

7

8

(N

om.)

209.

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

FOR DETAILS OF 1600 WALL.SEE CURTAIN WALL SECTIONNOTE:

kawneer.com

2000 SKYLIGHTDETAILS

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

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, win

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wal

l pro

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s va

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awne

er d

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of p

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, ope

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prov

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© K

awne

er C

ompa

ny, I

nc. 2

007

10

E.C. 97903-09

JUNE, 2007

/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 L77

.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 SKYLIGHTLa

ws

and

build

ing

and

safe

ty c

odes

gov

erni

ng th

e de

sign

and

use

of g

laze

den

tran

ce, w

indo

w, a

nd c

urta

in w

all p

rodu

cts

vary

wid

ely.

Kaw

neer

doe

s no

t con

trol

the

sele

ctio

n of

pro

duct

con

figur

atio

ns, o

pera

ting

hard

war

e, o

r gl

azin

g m

ater

ials

,an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

res

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s th

e rig

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cha

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conf

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oduc

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prov

emen

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© K

awne

er C

ompa

ny, I

nc. 2

007

11

E.C. 97903-09

JUNE, 2007

WIDTH IN FEET

LEN

GT

H IN

FE

ET

WIDTH IN METRES

LEN

GT

H IN

ME

TR

ES

A

B

CD

E

F

F

E

D

C

B

A

F

E

D

C

B

A

WIDTH IN FEET

LEN

GT

H IN

ME

TR

ES

WIDTH IN METRES

LEN

GT

H IN

FE

ET

WIDTH IN FEET

LEN

GT

H IN

ME

TR

ES

WIDTH IN METRES

LEN

GT

H 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 an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

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, win

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l pro

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awne

er d

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of p

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, ope

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neer

res

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s th

e rig

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atio

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r no

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whe

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nece

ssar

y fo

r pr

oduc

t im

prov

emen

t.

© K

awne

er C

ompa

ny, I

nc. 2

007

12

E.C. 97903-09

JUNE, 2007

WIDTH IN FEET

LEN

GT

H IN

FE

ET

WIDTH IN METRES

LEN

GT

H IN

ME

TR

ES

WIDTH IN FEET

LEN

GT

H IN

ME

TR

ES

WIDTH IN METRES

LEN

GT

H IN

FE

ET

WIDTH IN FEET

LEN

GT

H IN

ME

TR

ES

WIDTH IN METRES

LEN

GT

H 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.

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ReinforcingSteelSteel

ReinforcingReinforcingSteel

822-001

216-132

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822-006

822-001

216-132216-133216-134

822-001

216-132216-133

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