IR 501T/501UT Framing

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

1

EC 97911-114HURRICANE RESISTANT PRODUCT

IR 501T/501UT Framing

ADMC093EN

AUGUST, 2016

Features• IR 501T/IR 501UT is 5" (127) deep and has a 2-3/4" (69.9) sightline {Expansion mullions have a 3" (76.2) sightline}• Screw Spline fabrication• IR 501T Single IsoLockTM lanced pour and debridge thermal break• IR 501UT Dual IsolockTM lanced pour and debridge thermal break• Center glazed• Outside glazed• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Integrated entrance framing• 350 IR/500 IR - single or pairs of entrances• Strap anchor at head and jamb• Acoustical rating per AAMA 1801 and ASTM E 1425• Project specific U-Factor (see thermal charts)

Product Applications• Impact resistant• Storefront, ribbon window or punched opening• Low to mid-rise• Single span• GLASSventTM Windows for Storefront Framing are easily incorporated

For specific product applications,Consult your Kawneer representative.

FEATURES

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

2



ADMC093EN

AUGUST, 2016BLANK PAGE

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

3



ADMC093EN

AUGUST, 2016

BASIC FRAMING DETAILS ................................................................ 4MISCELLANEOUS DETAILS .............................................................. 5STRAP ANCHOR DETAILS ................................................................. 6CORNER DETAILS .............................................................................. 7ENTRANCE FRAMING ........................................................................ 8GLASSventTM FOR STOREFRONT FRAMING .................................. 9WIND LOAD CHARTS ................................................................. 10-18 DEADLOAD CHARTS ....................................................................... 19THERMAL CHARTS ..................................................................... 20-26

INDEX

LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OF GLAZED ENTRANCE, WINDOW, AND CURTAIN WALL PRODUCTS VARY WIDELY. KAWNEER DOES NOT CONTROL THE SELECTION OF PRODUCT CONFIGURATIONS, OPERATING HARDWARE, OR GLAZING MATERIALS, AND ASSUMES NO RESPONSIBILITY THEREFOR.

Metric (SI) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted.

The following metric (SI ) units are found in these details: m – meter cm – centimeter mm – millimeter s – second Pa – pascal MPa – megapascal

Kawneer reserves the right to change configurations without prior notice when deemed necessary for product improvement.

kawneer.com

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© K

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ompa

ny, I

nc.,

2014

4

EC 97911-114

5

3

2

4

1

575UT500[575T500]

5"(1

27.0

)

2-3/4"(69.9)

3/8"(9.5)

575UT514[575T514]

575531

575532

5"

(127

.4)

2-3/4"

(69.9)

575UT501[575T501]

3/8"

(9.5

)

2-3/

4"

(69.

9)

5"

(127.4)

575UT511[575T511]575504

2-3/

4"

(69.

9)

575UT537[575T537]

575UT513[575T513]575504

3/8"

(9.5

)

1/2"

(12.

7) 2-3/

4"

(69.

9)

2-15/32"

(63.1)

575UT500[575T500]

5"

(127

.0)

2-3/4"

(69.9)

3/8"

(9.5)

575UT514[575T514]

575531

575532

2-3/4"

(69.9)

5"

(127

.4)

575UT501[575T501]

3/8"

(9.5

)

2-3/

4"

(69.

9)

5"

(127.4)

575UT511[575T511]575504

2-3/

4"

(69.

9)

575UT537[575T537]

575UT513[575T513]575504

3/8"

(9.5

)

1/2"

(12.

7) 2-3/

4"

(69.

9)

2-15/32"

(63.1)

HURRICANE RESISTANT PRODUCT


ADMC093EN

AUGUST, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

1-5/16" INFILL (WET GLAZED)

4JAMB

5VERTICAL

4JAMB

5VERTICAL

1HEAD

2HORIZONTAL

3SILL

1HEAD

2HORIZONTAL

3SILL

1-5/16" INFILL (DRY GLAZED)

BASIC FRAMING DETAILS

THERMAL FILLER

THERMAL FILLER

THERMAL FILLER THERMAL FILLER

IR 501UT DUAL IsoLockTM

THERMAL BREAK

IR 501T Single IsoLockTM

THERMAL BREAK

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

5

EC 97911-114

575UT503[575T503]

575504

3/8"

(9.5

)

2-3/

4"

(69.

9)

5"

(126.6)

575T509575T510

3"

(76.2)

1/4"

(6.4)

575UT515[575T515]

575UT516[575T516]

5"

(127.0)

5"

(127

.0)

575UT503[575T503]

575504

3/8"

(9.5

)

2-3/

4"

(69.

9)

5"

(126.6)

575T509575T510

3"

(76.2)

1/4"

(6.4)

575UT515[575T515]

575UT516[575T516]

5"

(127.0)

5"

(127

.0)



ADMC093EN

AUGUST, 2016

SCALE 3" = 1'-0"

MISCELLANEOUS DETAILS


OPTIONAL HEAD WITH STOP

EXPANSION MULLION

5" x 5" MULLION


OPTIONAL HEAD WITH STOP

EXPANSION MULLION

5" x 5" MULLION

THERMAL FILLER THERMAL FILLER

kawneer.com

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© K

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er C

ompa

ny, I

nc.,

2014

6

EC 97911-114

575UT501[575T501]

3/8"

(9.5

)

2-3/

4"

(69.

9)

7-7/8"

(200.0)

6-1/2"

(165.1)

5"

(127.0)

575504 575UT503[575T503]

3/8"

(9.5

)

2-3/

4"

(69.

9)

7-7/8"

(200.0)

6-1/2"

(165.1)

5"

(127.0)

575UT500[575T500]

3/8"

(9.5)

2-3/4"

(69.9)

7-7/

8"

(200

.0)

6-1/

2"

(165

.1)

5"

(127

.0)

575UT501[575T501]

3/8"

(9.5

)

2-3/

4"

(69.

9)

7-7/8"

(200.0)

6-1/2"

(165.1)

5"

(127.0)

575504 575UT503[575T503]

3/8"

(9.5

)

2-3/

4"

(69.

9)

7-7/8"

(200.0)

6-1/2"

(165.1)

5"

(127.0)

575UT500[575T500]

3/8"

(9.5)

2-3/4"

(69.9)

7-7/

8"

(200

.0)

6-1/

2"

(165

.1)

5"

(127

.0)



ADMC093EN

AUGUST, 2016

SCALE 3" = 1'-0"

STRAP ANCHOR DETAILS


HEAD

OPTIONAL HEADWITH STOP

JAMB


HEAD

OPTIONAL HEADWITH STOP

JAMB

STRAP ANCHOR STRAP ANCHOR

STRAP ANCHOR STRAP ANCHOR

STRAP ANCHOR

STRAP ANCHOR

kawneer.com

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© K

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ompa

ny, I

nc.,

2014

7

EC 97911-114

575UT536[575T536]

575UT516[575T516]

5"

(127.0)

5"

(127

.0)

575UT515[575T515]

575UT535[575T535]

5"

(127

.0)

5"

(127.0)

575UT534 [575T534]

575UT528[575T528]

135°

3-1/2"(88.9)3-1/2"

(88.9)

5"

(127.0)

575UT536[575T536]

575UT516[575T516]

5"

(127

.0)

5"

(127.0)

575UT515[575T515]

575UT535[575T535]

5"

(127

.0)

5"

(127.0)

575UT534 [575T534]

575UT528[575T528]

3-1/2"(88.9)3-1/2"

(88.9)

5"

(127.0)

135°

575UT528[575T528]

575UT534[575T534]135°

1-7/16"(36.3)

5"(1

27.0

)

575UT528[575T528]

575UT534[575T534]

5"(1

27.0

)

1-7/16"(36.3)

135°



ADMC093EN

AUGUST, 2016

SCALE 3" = 1'-0"

CORNER DETAILS

1-5/16" INFILL (WET GLAZED) 1-5/16" INFILL (DRY GLAZED)

kawneer.com

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© K

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er C

ompa

ny, I

nc.,

2014

8

EC 97911-114

5

27

1

3

4 4

27

1

3

8

6

575051

5751

35

3-1/2"(88.9)

2-1/2"(63.5)

3/32"(2.4)

575051

5751

35

3-1/2"(88.9)

2-1/2"(63.5)

3/32"(2.4)

575122575104

3-1/

2"(8

8.9)

2-1/

2"(6

3.5)

1/8"

(3.2

)

5"(127)

069139

200795

11/1

6"(1

7.5)

6-1/

2"(1

65.1

)

3-1/2"(88.9)

1/8"(3.2) 3-1/2"

(88.9)

575051

5751

35

575133

2-1/2"(63.5)

1-1/8"(28.6)

575051

5751

35575133

1-1/8"(28.6)

2-1/2"(63.5)

575551

2-3/4"

(69.9)

575135

575UT501[575T501]

3/8"

(9.5

)

2-3/

4"

(69.

9)



ADMC093EN

AUGUST, 2016

SCALE 3" = 1'-0"

ENTRANCE FRAMING

IR 501 FRAMING INCORPORATING KAWNEER 350 IR DOORS. DOOR FRAMING NON-THERMAL ONLY. SEE 350 IR ENTRANCES FOR ADDITIONAL DOOR AND ENTRANCE FRAMING OPTIONS.


5PAIR OF DOORS

7DOOR JAMBAT TRANSOM

4DOOR JAMB

8DOOR JAMBAT TRANSOM

6DOOR JAMB

1TRANSOM HEAD

2DOOR WITH TRANSOM

3THRESHOLD

OPTIONAL2-3/4" DOOR JAMB

THERMAL FILLER

kawneer.com

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© K

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ompa

ny, I

nc.,

2014

9

EC 97911-114

1

3

2

4

575UT514[575T514]

575531

575532

5752

04

575UT514[575T514]

575531

575532

5752

04

575UT537[575T537]575UT513

[575T513]

575504

575204

575UT511[575T511]575504

575204

1

2

4 5

575UT500[575T500]

5752

04

3

5



ADMC093EN

AUGUST, 2016GLASSventTM FOR STOREFRONT FRAMING


PROJECT-OUTHORIZONTAL SECTION

PROJECT-OUTVERTICAL SECTION

NOTE: Black spacer is recommended when 1" insulating glass is used.

SCALE 3" = 1'-0"

THERMAL FILLER

Hardware:Hinge: Stainless Steel 4-BarLock: Hurricane Cam Handles

kawneer.com

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© K

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er C

ompa

ny, I

nc.,

2014

10



ADMC093EN

AUGUST, 2016

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 (104MPa), STEEL 30,000 psi (207MPa). 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.

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 1-5/16" (33.3) thick insulated impact resistant glass supported on two setting blocks placed at the loading points shown.

WIND LOAD / DEADLOAD CHARTS

kawneer.com

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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

11

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

BC

DE

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

BC

D

E

2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

BC

DE

2.0

3.0

4.0

2.0

21 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT500

575UT500WITH HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575UT500WITHOUT HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

WIND LOAD CHARTS

MAXIMUM ALLOWABLE STRESS AND DEFLECTIONfor 575T500 and 575UT500

8,000 PSI WITH HORIZONTALS*9,000 PSI WITHOUT HORIZONTALS**

1/4" ALLOWABLE DEFLECTION @ JAMBS

* 92 3/4" maximum DLO with anchors located at top and bottom of intermediate horizontals.

** 84" maximum vertical DLO anchored at top and bottom only. Add perimeter fasteners to increase DLO height.

575T500

WIND LOAD CHARTS ARE BASED ONCOMPOSITE PROPERTIES WHICH ARECALCULATED IN ACCORDANCE WITH

AAMA TIR-8 AND AAMA 505

575T500WITH HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575T500WITHOUT HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S



Allowable Stress Design Load

LRFD Ultimate Design Load

A = 30 PSF (1440) 50 PSF (2400)B = 40 PSF (1920) 67 PSF (3200)C = 50 PSF (2400) 83 PSF (4000)D = 70 PSF (3360) 117 PSF (5600)E = 90 PSF (4310) 150 PSF (7200)

kawneer.com

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

12

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

DE

2.0

3.0

4.0

2.0



ADMC093EN

AUGUST, 2016

575T509 / 575T510

575T509 & 575T510WITH HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575T509 & 575T510WITHOUT HORIZONTALS

WIDTH IN METERS

WIDTH IN FEETH

EIG

HT

IN F

EE

T

HE

IGH

T IN

ME

TER

S






WIND LOAD CHARTS

kawneer.com

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

13

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

D

E2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

21 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT514

575UT514WITH HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575UT514WITHOUT HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S



575T514

575T514WITH HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575T514WITHOUT HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S






WIND LOAD CHARTS

kawneer.com

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

14

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

DE 2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

21 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT515 / 575UT535

575UT515 & 575UT535WITH HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575UT515 & 575UT535WITHOUT HORIZONTALS

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

3/4" ALLOWABLE DEFLECTION

* LOCATE FASTENER 6" FROM EACH END AND 9" O.C.

*



575T515 / 575T535


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S


WIDTH IN METERS

WIDTH IN FEETH

EIG

HT

IN F

EE

T

HE

IGH

T IN

ME

TER

S



*






WIND LOAD CHARTS

kawneer.com

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

15

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

DE 2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

21 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT516 / 575UT536


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S



*



575T516 / 575T536


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S



*






WIND LOAD CHARTS

kawneer.com

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

16

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

21 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

D

E

2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT534 / 575UT528


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S


WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S



**



WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

WIDTH IN METERS

WIDTH IN FEETH

EIG

HT

IN F

EE

T

HE

IGH

T IN

ME

TER

S

575T534 / 575T528





**






WIND LOAD CHARTS

kawneer.com

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

17

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

BCD

E2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

BC

D

E

2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

2

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT501

HORIZONTAL CENTERS IN METERS

HORIZONTAL CENTERS IN FEET

HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS



HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS

575UT501SINGLE SPAN

575UT503SINGLE SPAN

575UT503





575T501SINGLE SPAN

575T501

575T503



HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS



HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS

575T503SINGLE SPAN




WIND LOAD CHARTS

kawneer.com

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

18

EC 97911-114

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

BC

D

E

2.0

3.0

4.0

2.0

1 32 43

5

4

5 6 7 81.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

BC

D

E

2.0

3.0

4.0

2.0

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

2

1 32 4

3

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

C

DE

2.0

3.0

4.0

2.0

2



ADMC093EN

AUGUST, 2016

575UT511 SINGLE SPAN


HORIZONTAL CENTERS IN FEETH

OR

IZO

NTA

L LE

NG

TH IN

FE

ET

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS

575UT513 SINGLE SPAN



HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS

575UT511

575UT513





575T511SINGLE SPAN

575T511

575T513



HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS



HO

RIZ

ON

TAL

LEN

GTH

IN F

EE

T

HO

RIZ

ON

TAL

LEN

GTH

IN M

ETE

RS

575T513SINGLE SPAN




WIND LOAD CHARTS

kawneer.com

Law

s an

d bu

ildin

g an

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© K

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ny, I

nc.,

2014

19

EC 97911-114

1 32 4

3

2

1

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

16

1.0

A

B

2.0

3.0

4.0

2.0

1 32 4

3

2

1

5

4

5 6 7 8

1.0

6

7

8

9

10

12

11

13

14

15

1.0

A

B

2.0

3.0

4.0

2.0

0



ADMC093EN

AUGUST, 2016

Horizontal 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 1-5/16" (33.3) thick insulated impact resistant glass supported on two setting blocks placed at the loading points shown.

575UT011

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575UT011

DEADLOAD CHARTS

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

575T011

WIDTH IN METERS

WIDTH IN FEET

HE

IGH

T IN

FE

ET

HE

IGH

T IN

ME

TER

S

575T011

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

20

EC 97911-114

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



ADMC093EN

AUGUST, 2016

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

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

EXAMPLE

Percent of GlassBased on 91% glass and center of glass (COG) U-factor of 0.42System U-factor is equal to 0.49 Btu/hr x ft2 x oF

COGU-factor

THERMAL CHARTS

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

21

EC 97911-114

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 (1.03)

0.16 (0.91)

0.14 (0.80)

0.12 (0.69)

0.10 (0.57)



ADMC093EN

AUGUST, 2016THERMAL CHARTS

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

COG U-factor

Vision Area / Total Area (%)

Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

System U-Factor for Vision GlassIR 501T Framing

kawneer.com

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© K

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er C

ompa

ny, I

nc.,

2014

22



ADMC093EN


COGSHGC

COG VT



Syst

em S

HG

C

Charts are generated per AAMA 507.


Syst

em V

T

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

System Visible Transmittance (VT) vs Percent of Vision AreaIR 501T Framing

IR 501T Framing

kawneer.com

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© K

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ompa

ny, I

nc.,

2014

23



ADMC093EN

AUGUST, 2016THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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

0.48 0.550.46 0.530.44 0.510.42 0.500.40 0.480.38 0.470.36 0.450.34 0.440.32 0.420.30 0.400.28 0.390.26 0.370.24 0.360.22 0.340.20 0.330.18 0.310.16 0.290.14 0.270.12 0.260.10 0.24

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.650.70 0.610.65 0.560.60 0.520.55 0.480.50 0.440.45 0.390.40 0.350.35 0310.30 0.270.25 0.220.20 0.180.15 0.140.10 0.100.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.640.70 0.600.65 0.550.60 0.510.55 0.470.50 0.430.45 0.380.40 0.340.35 0.300.30 0.260.25 0.210.20 0.170.15 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 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

IR 501T Framing

kawneer.com

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© K

awne

er C

ompa

ny, I

nc.,

2014

24

EC 97911-114

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)



ADMC093EN


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

COG U-factor


Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

System U-Factor for Vision GlassIR 501UT Framing

kawneer.com

Law

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© K

awne

er C

ompa

ny, I

nc.,

2014

25



ADMC093EN


COGSHGC

COG VT



Syst

em S

HG

C



Syst

em V

T

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

System Visible Transmittance (VT) vs Percent of Vision AreaIR 501UT Framing

IR 501UT Framing

kawneer.com

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© K

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er C

ompa

ny, I

nc.,

2014

26



ADMC093EN

AUGUST, 2016THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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

0.48 0.520.46 0.500.44 0.490.42 0.470.40 0.450.38 0.440.36 0.420.34 0.410.32 0.390.30 0.380.28 0.360.26 0.340.24 0.330.22 0.310.20 0.30

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.650.70 0.600.65 0.560.60 0.520.55 0.480.50 0.430.45 0.390.40 0.350.35 0.310.30 0.260.25 0.220.20 0.180.15 0.140.10 0.090.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.640.70 0.600.65 0.550.60 0.510.55 0.470.50 0.430.45 0.380.40 0.340.35 0.300.30 0.260.25 0.210.20 0.170.15 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 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

IR 501UT Framing

Documents

IR 501T/501UT Framing