trifab tm 451ut framing system - kawneer.com€¦ · laws and building and safety codes goerning...

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

TrifabTM 451UT Framing System 1

ADMC060EN

MARCH, 2019

Features• TrifabTM 451UT is 4-1/2" (114.3) deep with a 2" (50.8) sightline• Center Plane glass applications• Flush glazed from either the inside or outside• Screw Spline fabrication• Dual IsoLockTM lanced and debridged thermal break• Infill options up to 1-1/8" (28.6) thickness• High performance sill flashing• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Acoustical rating per AAMA 1801 and ASTM E 1425• Project specific U-factors (See Thermal Charts)• Integrates with VersoleilTM SunShade Outrigger System and Horizontal Single Blade System

Product Applications• Storefront, Ribbon Window or Punched Openings• Single-span• Integrated entrance framing allowing Kawneer standard entrances or other specialty entrances

to be incorporated• Kawneer windows, GLASSvent TM UT windows are easily incorporated

For specific product applications,consult your Kawneer representative.

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

TrifabTM 451UT Framing System2

ADMC060EN

MARCH, 2019BLANK PAGE

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202


ADMC060EN

MARCH, 2019

BASIC FRAMING DETAILS (CENTER - Outside Glazed) .................4BASIC FRAMING DETAILS (CENTER - Inside Glazed) ....................5MISCELLANEOUS FRAMING (CENTER) ..........................................6CURVING & TRIM DETAILS ...............................................................7AIR/VAPOR BARRIER TIE-IN OPTION ..............................................8AATM 250/425 THERMAL ENTRANCE DETAILS ...............................9GLASSvent TM UT WINDOW DETAILS ..............................................108225TL THERMAL WINDOW DETAILS ...........................................11WINDLOAD / DEADLOAD CHARTS ......................................... 12-15THERMAL CHARTS ................................................................... 16-22

INDEX (CENTER)

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.,

2013

kawneer.com

EC 97911-202

1

4

2

3

5

452TCG001

452TCG126

(50.

8)2"

(114.3)

4-1/2"

451UTCG014451CG004

451UTVG037

(114.3)

4-1/2"

1/2"

2"(1

2.7)

(50.

8)

452TCG021451CG004

(50.

8)2"

(114

.3)

4-1/

2"

(50.8)2"

452TCG126

452TCG001

451TCG002

452TCG001

(50.8)2"


ADMC060EN

MARCH, 2019

ELEVATION IS NUMBER KEYED TO DETAILSDUAL IsoLockTM THERMAL BREAK

SCREW SPLINE

4JAMB

5VERTICAL

1HEAD

2HORIZONTAL

3SILL

BASIC FRAMING DETAILS (CENTER - Outside Glazed)

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

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

1

4

2

3

5

451UTCG014451CG004

451UTVG037

(114.3)

4-1/2"

1/2"

2"(1

2.7)

(50.

8)

(114

.3)

4-1/

2"

(50.8)2"

452TCG126

452TCG001

451TCG002

452TCG001

(50.8)2"

451CG004452TCG003

452TCG126

(50.

8)2"

(114.3)

4-1/2"

451CG004452TCG011

2"(5

0.8)


ADMC060EN

MARCH, 2019

ELEVATION IS NUMBER KEYED TO DETAILS

SCREW SPLINE

BASIC FRAMING DETAILS (CENTER - Inside Glazed)

DUAL IsoLockTM THERMAL BREAK

4JAMB

5VERTICAL

1HEAD

2HORIZONTAL

3SILL


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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

452TCG540452TCG010

400110

2-1/2"

(63.5)

452TCG540452TCG010

2-1/2"

(63.5)

451TCG002

452TCG012

(50.8)2"

451TCG002

452TCG013

2"(50.8)

451TCG002

452TCG112

450110

2-1/4"

(57.2)

452UTCG028

452UTCG034

452UTCG028

452UTCG028

452UTCG034

452UTCG028


ADMC060EN

MARCH, 2019

HEAVY WEIGHTMULLION

2-1/4" (57.2) MULLIONW/ STEEL

TUBULAREXPANSION MULLION

TUBULAREXPANSION MULLION

WITH OPTIONAL STEEL

MEDIUM WEIGHTMULLION

STEELREINFORCING

STEELREINFORCING

MISCELLANEOUS FRAMING (CENTER)

135° CORNER(THERMAL)


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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

175186 175188

175190

175191

175190

175187

175186

4-1/2"(114.3)

2"(5

0.8)

069271

1

2

3

1

2

3

451TVG150

451TVG150

451TVG150451TVG150


ADMC060EN

MARCH, 2019

STOOL TRIM CLIPWITH HIGH PERFORMANCE

FLASHING

CURVING DETAILS(Center Plane Only)

BRAKE METALADAPTOR AT VERTICAL

BRAKE METALADAPTOR AT HORIZONTAL

STOOL TRIM

BRAKE METALFILLERS

BRAKE METALFILLERS

TYPICAL

TYP

ICA

L

CURVING & TRIM DETAILS

Seal over Stool Trim fasteners to prevent water infiltration.


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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

452TCG026

452TCG001 452TCG001

451T

CG

002

452TCG026

452TCG001

452T

CG

001

451T

CG

002

452T

CG

001 452TCG001

451T

CG

002

452TCG003451CG004

452TCG026

451CG004 451UTCG014

451UTVG037*

451CG004 451UTCG014

451UTVG037*

451CG004 451UTCG014

451UTVG037*

452TCG003451CG004

451T

VG

570

451V

G57

2

452TCG003451CG004

451T

VG

570

451V

G57

2

451TVG570

451VG572

4-1/2"(114.3)

2"(5

0.8)

4-1/

2"(1

14.3

)

2"(50.8)

5-1/2"(139.7)

3"(7

6.2)


ADMC060EN

MARCH, 2019

CONTINUOUS HEAD AND JAMB MULLION FILLERS

HEAD RECEPTOR WITH CONTINUOUS JAMB FILLERS

(EXTERIOR INSTALLED)

HEAD AND JAMB RECEPTORS

(EXTERIOR INSTALLED)

1HEAD

3SILL

4JAMB

5VERTICAL

1HEAD

3SILL

4JAMB

5VERTICAL

4JAMB

5VERTICAL

1HEAD

3SILL

TYPICAL

TYPICAL

AIR/VAPOR BARRIER TIE-IN OPTION

* HP Sill Flashing shown with optional gasket. * HP Sill Flashing shown with optional gasket.

The following applications utilize Tremco Proglaze® ETA Connections as the transition assembly from the wall air/vapor barrier membrane to the storefront framing perimeter. Corners are sealed with either Proglaze® ETA 3D molded silicone corners or lapped Proglaze® ETA silicone sheet material. Transition assembly components are set in Tremco Spectrem® 1 silicone sealant. For complete installation instructions of Tremco Proglaze® ETA products, contact your local Tremco representative or visit www.tremcosealants.com.

For integration of a silicone engineered transition assembly, the Trifab™ storefront system must use continuous head and jamb mullion fillers, a head receptor with continuous jamb fillers or a head receptor with jamb receptors.

Reference air/vapor barrier installation instructions 451VG977EN. All storefront framing to be installed according to applicable Kawneer storefront system installation instructions, project specific plans, specifications and shop details.

Storefront installations require the sill to be structurally supported directly under the glass setting blocks and mullion locations, as well as where the sill is anchored to the substrate. Any projecting or cantilevered sill applications that are not supported must be reviewed by Kawneer application engineering.

Installer to independently confirm sealant compatibility and adhesion with all job specific storefront framing materials, silicone ETA sheet material and wall AVB material.

* HP Sill Flashing shown with optional gasket.

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

1

2

3

4 5 452TCG001

452TCG126

(50.

8)2"

(114.3)

4-1/2"


ADMC060EN

MARCH, 2019AATM 250/425 THERMAL ENTRANCE DETAILS

ELEVATION IS NUMBER KEYED TO DETAILS.

TrifabTM VG 451T CENTER DOOR FRAMING SHOWN.OTHER FRAMING OPTIONS AVAILABLE.CONSULT YOUR KAWNEER REPRESENTATIVE.

NOTE: Butt Hung or Offset Pivot Doors Only.

AATM 250/425 THERMAL DOOR

4DOORJAMB

5MEETINGSTILES

1HEAD

2TRANSOM

BAR

3BOTTOM

RAIL


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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

1

2 3

5

7

6

4

8

452TCG001

452TCG126

469407

452TCG021

451CG004469407

452TCG126

452TCG001

469407

451TCG002

452TCG001

469407451TCG002

452TCG001

469407

452TCG001

451TCG002469407

469407

451UTCG014

451CG004

451UTVG037

452TCG001

452TCG1261

2

3

4

5 76 8


ADMC060EN

MARCH, 2019


OUTSWING CASEMENTVERTICAL SECTION

OUTSWING CASEMENTHORIZONTAL SECTION

PROJECT-OUTHORIZONTAL SECTION

PROJECT-OUTVERTICAL SECTION

NOTE: Black spacer is recommended when 1" (25.4) insulating glass is used.

GLASSvent TM UT WINDOW DETAILS

TrifabTM 451UT FRAMING SHOWN.OTHER FRAMING OPTIONS AVAILABLE.CONSULT YOUR KAWNEER REPRESENTATIVE.


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

Trim Cover available in #29 Black anodized finish only

Structural Silicone Sealant(by Others)*

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of p

rodu

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onfig

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ions

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impr

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© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

1

3

2

4

451CG004 452TCG021

469407

451CG004

452TCG021

469407

452TCG001

451TCG002

469407

452TCG001

451TCG002469407

1

2

3 4


ADMC060EN

MARCH, 2019


PROJECT-OUTVERTICAL SECTION

PROJECT-OUTHORIZONTAL SECTION

8225TL THERMAL WINDOWS SHOWNNOTE: OTHER VENT TYPES CAN BE

ACCOMMODATED, CONSULT YOUR KAWNEERREPRESENTATIVE FOR OTHER OPTIONS

8225TL THERMAL WINDOWS


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duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202


ADMC060EN

MARCH, 2019

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.

If the end reaction of the mullion [mullion spacing (ft.) times height (ft.) times specified wind load (psf) divided by two] is more than 500 lbs., the optional Mullion Anchors must be used. Consult Application Engineering. (Mullion Anchor not used with Lightweight Receptor.)

DEADLOAD CHARTSHorizontal or deadload limitations are based upon 1/8" (3.2), maximum allowable deflection at the center of an intermediate horizontal member. The accompanying charts are calculated for 1" (25.4) thick insulating glass or 1/4" (6.35) thick glass supported on two setting blocks placed at the loading points shown.

WIND LOAD / DEADLOAD CHARTS

Law

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ildin

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the

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, and

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wal

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of p

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onfig

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.

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the

right

to c

hang

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nfigu

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n w

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whe

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emed

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ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

452TCG010 / 452TCG540

452TCG001

87654321

A

4

5

6

7

8

9

10

11

12

13

14

15

B

CDE

1.0 2.0

4.0

3.0

2.0

15

14

13

12

11

10

9

8

7

6

5

41 2 3 4 5 6 7 8

2.01.0

4.0

3.0

2.0

A

BCD

E

87654321

A

4

5

6

7

8

9

10

11

12

13

14

15

BC

D

E

1.0 2.0

4.0

3.0

2.0

15

14

13

12

11

10

9

8

7

6

5

41 2 3 4 5 6 7 8

2.01.0

4.0

3.0

2.0

A

B

CDE

87654321

A

4

5

6

7

8

9

10

11

12

13

14

15

B

C

DE

1.0 2.0

4.0

3.0

2.0

15

14

13

12

11

10

9

8

7

6

5

41 2 3 4 5 6 7 8

2.01.0

4.0

3.0

2.0

A

BCDE

452TCG012


ADMC060EN

MARCH, 2019

WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH 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 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 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

WINDLOAD CHARTS

WINDLOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-8 AND AAMA 505



Allowable Stress Design Load

LRFD Ultimate Design Load

A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)

Law

s an

d bu

ildin

g an

d sa

fety

cod

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over

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the

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gn a

nd u

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zed

entra

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win

dow

, and

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wal

l pro

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s va

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er d

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ontro

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lect

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of p

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, ope

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or g

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, an

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.

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right

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n w

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whe

n de

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ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

452TCG112

452TCG013

87654321

A

4

5

6

7

8

9

10

11

12

13

14

15

B

CD

E

1.0 2.0

4.0

3.0

2.0

15

14

13

12

11

10

9

8

7

6

5

41 2 3 4 5 6 7 8

2.01.0

4.0

3.0

2.0

A

BCD

E

87654321

A

4

5

6

7

8

9

10

11

12

13

14

15

B

CDE

1.0 2.0

4.0

3.0

2.0

15

14

13

12

11

10

9

8

7

6

41 2 3 4 5 6 7

5

8

2.01.0

4.0

3.0

2.0

ABCD

E

2.0

3.0

4.0

2.01.0

E

D

C

B

15

14

13

12

11

10

9

8

7

6

5

4

A

1 2 3 4 5 6 7 8

E

D

C

B

A

2.0

3.0

4.0

1.0 2.0

876543214

5

6

7

8

9

10

11

12

13

14

15


ADMC060EN

MARCH, 2019

452TCG112with 450110 STEEL


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 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

SWITH HORIZONTALS WITHOUT HORIZONTALS

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

WINDLOAD CHARTS




Allowable Stress Design Load

LRFD Ultimate Design Load

A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)

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

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e se

lect

ion

of p

rodu

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onfig

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ions

, ope

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are,

or g

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, an

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right

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ssar

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r pro

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impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

87654321

A0

1

2

3

4

5

6

7

8

9

10

11

1.0 2.0

3.0

2.0

1.0

BC

87654321

A0

1

2

3

4

5

6

7

8

9

10

11

1.0 2.0

3.0

2.0

1.0

BC

452TCG021

452TCG011


ADMC060EN

MARCH, 2019

A = (1/4 POINT LOADING)B = (1/6 POINT LOADING)C = (1/8 POINT LOADING)

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

DEADLOAD CHARTS

WITH HORIZONTALS

WITH HORIZONTALS

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

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onfig

urat

ions

, ope

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are,

or g

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ater

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, an

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ther

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impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202

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


ADMC060EN

MARCH, 2019

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

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

Law

s an

d bu

ildin

g an

d sa

fety

cod

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over

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the

desi

gn a

nd u

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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.,

2013

kawneer.com

EC 97911-202

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)


ADMC060EN

MARCH, 2019THERMAL CHARTS

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

System U-Factor for Vision Glass

COG U-factor

Vision Area / Total Area (%)

Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

rese

rves

the

right

to c

hang

e co

nfigu

ratio

n w

ithou

t prio

r not

ice

whe

n de

emed

nece

ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202


ADMC060EN

MARCH, 2019THERMAL CHARTS

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

SHGC

COG VT

System Visible Transmittance (VT) vs Percent of Vision Area


Vision Ares / Total Area (%)

Syst

em S

HG

C

Charts are generated per AAMA 507.


Syst

em V

T

Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

rese

rves

the

right

to c

hang

e co

nfigu

ratio

n w

ithou

t prio

r not

ice

whe

n de

emed

nece

ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202


ADMC060EN

MARCH, 2019THERMAL PERFORMANCE MATRIX (NFRC SIZE)

TrifabTM 451UT Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4

0.48 0.520.46 0.510.44 0.490.42 0.480.40 0.460.38 0.440.36 0.430.34 0.410.32 0.390.30 0.380.28 0.360.26 0.350.24 0.330.22 0.310.20 0.30

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.660.70 0.620.65 0.580.60 0.530.55 0.490.50 0.450.45 0.400.40 0.360.35 0.310.30 0.270.25 0.230.20 0.180.15 0.140.10 0.090.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0,660.70 0,610.65 0,570.60 0,530.55 0,480.50 0,440.45 0,390.40 0,350.35 0,310.30 0,260.25 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").

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.,

2013

kawneer.com

EC 97911-202

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)


ADMC060EN

MARCH, 2019THERMAL CHARTS - WITH STEEL

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

System U-Factor for Vision Glass

COG U-factor


Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

rese

rves

the

right

to c

hang

e co

nfigu

ratio

n w

ithou

t prio

r not

ice

whe

n de

emed

nece

ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202


ADMC060EN

MARCH, 2019THERMAL CHARTS - WITH STEEL

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

SHGC

COG VT

System Visible Transmittance (VT) vs Percent of Vision Area


Vision Ares / Total Area (%)

Syst

em S

HG

C



Syst

em V

T

Law

s an

d bu

ildin

g an

d sa

fety

cod

es g

over

ning

the

desi

gn a

nd u

se o

f gla

zed

entra

nce,

win

dow

, and

cur

tain

wal

l pro

duct

s va

ry w

idel

y. K

awne

er d

oes

not c

ontro

l th

e se

lect

ion

of p

rodu

ct c

onfig

urat

ions

, ope

ratin

g ha

rdw

are,

or g

lazi

ng m

ater

ials

, an

d as

sum

es n

o re

spon

sibi

lity

ther

efor

.

Kaw

neer

rese

rves

the

right

to c

hang

e co

nfigu

ratio

n w

ithou

t prio

r not

ice

whe

n de

emed

nece

ssar

y fo

r pro

duct

impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2013

kawneer.com

EC 97911-202


ADMC060EN

MARCH, 2019THERMAL PERFORMANCE MATRIX (NFRC SIZE) - WITH STEEL

TrifabTM 451UT with Steel

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

0.48 0.570.46 0.560.44 0.540.42 0.530.40 0.510.38 0.490.36 0.480.34 0.460.32 0.450.30 0.430.28 0.410.26 0.400.24 0.380.22 0.360.20 0.35

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.660.70 0.620.65 0.580.60 0.530.55 0.490.50 0.450.45 0.400.40 0.360.35 0.320.30 0.270.25 0.230.20 0.190.15 0.140.10 0.100.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.650.70 0.610.65 0.570.60 0.520.55 0.480.50 0.440.45 0.390.40 0.350.35 0.300.30 0.260.25 0.220.20 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 2,000 mm wide by 2,000 mm high (78-3/4" by 78-3/4").

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