16
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. Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. © Kawneer Company, Inc., 2010 kawneer.com EC 97911-122 Trifab TM VG 450 Framing System 2" Sightline 1 ADMC030EN NOVEMBER, 2016 Features • 2" (50.8) sight line • 2-1/4" (57.2) frame depth (Veneer) and 4-1/2" (114.3) frame depth (Captured) • Front glass plane • Flush glazed from either the Inside or Outside (Veneer is outside glazed) • Stick fabrication • SSG / Weatherseal option 1/8" (3.2), 1/4" (6.4), or 3/8" (9.5) infill options • Permanodic TM anodized finishes in seven choices Painted finishes in standard and custom choices Product Applications • Storefront, Ribbon window or Punched openings • Low to Mid-rise • Single-Span • Integrated entrance framing allowing Kawneer standard entrances or other specialty entrances to be included For specific product applications, Consult your Kawneer representative. FEATURES

Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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Page 1: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

TrifabTM VG 450 Framing System 2" Sightline 1

ADMC030EN

NOVEMBER, 2016

Features• 2" (50.8) sight line• 2-1/4" (57.2) frame depth (Veneer) and 4-1/2" (114.3) frame depth (Captured)• Front glass plane• Flush glazed from either the Inside or Outside (Veneer is outside glazed)• Stick fabrication • SSG / Weatherseal option • 1/8" (3.2), 1/4" (6.4), or 3/8" (9.5) infill options • PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Product Applications• Storefront, Ribbon window or Punched openings• Low to Mid-rise • Single-Span • Integrated entrance framing allowing Kawneer standard entrances or other specialty entrances

to be included

For specific product applications,Consult your Kawneer representative.

FEATURES

Page 2: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

TrifabTM VG 450 Framing System 2" Sightline2

ADMC030EN

NOVEMBER, 2016BLANK PAGE

Page 3: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

TrifabTM VG 450 Framing System 2" Sightline 3

ADMC030EN

NOVEMBER, 2016

2" x 4-1/2" (50.8 x 114.3) FRAMING MEMBERS OUTSIDE GLAZED ........................................................................ 5 INSIDE GLAZED ............................................................................ 6 OUTSIDE GLAZED with SSG ADAPTER ..................................... 7 INSIDE GLAZED with SSG ADAPTER ......................................... 82" x 2-1/4" (50.8 x 114.3) VENEER FRAMING MEMBERS OUTSIDE GLAZED ........................................................................ 9 OUTSIDE GLAZED SSG .............................................................. 10CORNERS .......................................................................................... 11ENTRANCE FRAMING ...................................................................... 12WIND LOAD CHARTS .................................................................. 13,15END REACTION CHARTS ................................................................ 16

INDEX DETAILS

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

Page 4: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

TrifabTM VG 450 Framing System 2" Sightline4

ADMC030EN

NOVEMBER, 2016BLANK PAGEDETAILS

Page 5: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1

4 5

2

6

3

450VG007

450VG106

2"(5

0.8)

TY

P.

4-3/4"(120.7)

450VG006

450VG008450VG004

4-3/4"(120.7)

134WC001

4-1

/2"

(114.3

)T

YP.

134WC005

4-1/

2"(1

14.3

)TY

P.

2"(50.8)TYP.

134WC001

450VG026

450VG004 134WC011

TrifabTM VG 450 Framing System 2" Sightline 5

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

1HEAD

2HORIZONTAL

3SILL

4JAMB

5VERTICAL

6JAMB

OUTSIDE GLAZED (2" x 4-1/2") DETAILS

Page 6: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1

4 5

2

6

3

450VG108

450VG006

450VG104

2"(5

0.8)

TY

P.

4-3/4"(120.7)

450VG007

450VG106

4-3/4"(120.7)

3A

134WC001

4-1

/2"

(114.3

)T

YP.

134WC005

4-1/

2"(1

14.3

)TY

P.

2"(50.8)TYP.

134WC001

134WC111

450VG104

450VG107

450VG006

4-3/4"(120.7)

TrifabTM VG 450 Framing System 2" Sightline6

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

1HEAD

2HORIZONTAL

3SILL

4JAMB

5VERTICAL

6JAMB

3ASILL

INSIDE GLAZED - 2" x 4-1/2" (50.8 x 114.3)DETAILS

Page 7: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1

4 5

2

6

3

134WC001

4-1/

2"(1

14.3

)TY

P.

134WC001134SSG005

2"(50.8)TYP.

450VG007

450VG106

4-3/4"(120.7)

2"(5

0.8)

TY

P.

134SSG328

134SSG111

450VG104

451SSG004

450VG007

450VG106

134SSG328

4-3/4"(120.7)

TrifabTM VG 450 Framing System 2" Sightline 7

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

4JAMB

5VERTICAL

6JAMB

1HEAD

2HORIZONTAL

3SILL

OUTSIDE GLAZED with SSG ADAPTOR - 2" x 4-1/2" (50.8 x 114.3) DETAILS

Page 8: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1

4 5

2

6

3

5A

450VG108

450VG006

450VG104

4-3/4"(120.7)

2"(5

0.8)

TY

P.

134SSG328

134SSG111

450VG104

451SSG004

450VG007

450VG106

134SSG328

4-3/4"(120.7)

134WC001

4-1/

2"(1

14.3

)TY

P.

134WC001134SSG005

2"(50.8)TYP.

134SSG005

450SSG250

TrifabTM VG 450 Framing System 2" Sightline8

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

1HEAD

2HORIZONTAL

3SILL

4JAMB

5SSG VERTICAL

6JAMB

5AWEATHERSWEAL

VERTICAL

INSIDE GLAZED with SSG ADAPTOR - 2" x 4-1/2" (50.8 x 114.3)DETAILS

Page 9: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1

4

2

6

3

5

132WC005

450087 132WC005

132WC329

2"(50.8)TYP.

132W005

450087

2-1/4"(57.1) TYP.

2"(5

0.8)

TY

P.

132WC106

132WC007

132WC329

450VG004

132WC011

132WC008

132WC006

450VG004

TrifabTM VG 450 Framing System 2" Sightline 9

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

ELEVATION IS NUMBER KEYED TO DETAILS

4JAMB

5VERTICAL

6JAMB

1HEAD

2HORIZONTAL

3SILL

OUTSIDE GLAZED - 2" x 2-1/4" (50.8 x 114.3) VENEER DETAILS

Page 10: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

2-1/4"(57.1)TYP.

2"(5

0.8)

TY

P.

132WC106

132WC007

134SSG328

132WC005

450087 132SSG005

132WC329

2"(50.8)TYP.

132W005

450087

132WC329

451SSG004

132SSG111

132WC106

132WC007

134SSG328

TrifabTM VG 450 Framing System 2" Sightline10

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

1HEAD

2HORIZONTAL

3SILL

4JAMB

5VERTICAL

6JAMB

ELEVATION IS NUMBER KEYED TO DETAILS

1

4

2

6

3

5

OUTSIDE GLAZED - SSG - 2" x 2-1/4" (50.8 x 57.2) VENEERDETAILS

Page 11: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

450VG010 450VG010 450VG010 450VG010

450017

450017

450017

450VG015

450VG015

450VG035

4-1/2"(114.3) TYP.

4-1/

2"(1

14.3

)TY

P.

060119 TUBE

450VG010 450VG010

450SSG016

450SSG015

450SSG035

450SSG115450SSG116

450SSG135

450SSG016

450SSG015

450SSG115450SSG116

TrifabTM VG 450 Framing System 2" Sightline 11

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

135o CORNER 135o SSG CORNER

4-1/2" x 4-1/2" (114.3 x 114.3) TUBE

TWO PIECENO POCKET CORNER

ONE POCKETCORNER

TWO POCKET90o CORNER

TWO POCKETBRAKE METAL POST

VARIABLE DEGREEBRAKE METAL

OUTSIDE CORNER

VARIABLE DEGREEBRAKE METAL

INSIDE CORNER

90o CORNER90o SSG CORNER

BRAKE METALFILLERS

BRAKE METALFILLERS

BRAKE METALFILLERS

CORNERS DETAILS

Page 12: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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

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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.,

2010

kawneer.com

EC 97911-122

450VG033

134WC019

450VG033

134WC019

451081

450500TRAY

450022

450VG022

451VG004

451081

450500TRAY

451502 451502

450022

450VG022

451VG004

134WC019 134WC019

134WC019

069177 069177

134WC019

451079

041045

451079

041045

450VG022

450022451VG004

TrifabTM VG 450 Framing System 2" Sightline12

ADMC030EN

NOVEMBER, 2016

SCALE 3" = 1'-0"

Transom area for both double and single acting doors with glass surround. Jambs above transom bar are routed out to accept glass holding Insert (450VG033).

SINGLE ACTINGDOOR JAMBS

DOUBLE ACTINGDOOR JAMBS

SINGLE ACTINGHEADER / TRANSOM BAR

DOUBLE ACTINGHEADER / TRANSOM BAR

TRANSOM AREA

FOR SURFACE CLOSER

FOR SAM-II COC CLOSER

FOR CONCEALED CLOSER

ENTRANCE FRAMINGDETAILS

Page 13: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

TrifabTM VG 450 Framing System 2" Sightline 13

ADMC030EN

NOVEMBER, 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.

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.)

WIND LOAD CHARTS CHARTS

Page 14: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

DC

BA

.5 1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

EDCB

A

.5

1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

DCB

A

.5 1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

DC

BA

.5

134WC005

134WC005

I = 2.892 (120.37 X 104)S = 1.125 (18.44 X 103)

IA = 2.892 (120.37 X 104)SA = 1.125 (18.44 X 103)

Is = 1.302 (54.19 X 104)Ss = 1.042 (17.08 X 103)

TrifabTM VG 450 Framing System 2" Sightline14

ADMC030EN

NOVEMBER, 2016

1" x 2-1/2" (25.4 x 63.5) STEEL BAR

WITH HORIZONTALS WITHOUT HORIZONTALS

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

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 METERSWIDTH IN METERS

WIND LOAD CHARTSCHARTS

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)

Page 15: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

DCB

A

.5 1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

D

CBA

.5

1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

D

CB

A

.5 1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

D

CB

A

.5

IA = 2.672 (111.22 X 104)SA = 1.437 (23.55 X 103)

Is = 1.302 (54.19 X 104)Ss = 1.042 (17.08 X 103)

134SSG005

134SSG005

TrifabTM VG 450 Framing System 2" Sightline 15

ADMC030EN

NOVEMBER, 2016WIND LOAD CHARTS CHARTS

WIDTH IN METERS WIDTH IN METERS

I = 2.672 (111.22 X 104)S = 1.437 (23.55 X 103)

1" x 2-1/2" (25.4 x 63.5) STEEL BAR

WITH HORIZONTALS WITHOUT HORIZONTALS

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

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

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)

Page 16: Trifab TM VG 450 Framing System 2 Sightline · above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable

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.,

2010

kawneer.com

EC 97911-122

1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

D

C

B

A

.5

0

1

2

3

.5

1

450VG006

450VG106

1 21.5

1.5

2

2.5

3

3.5

4

4

5

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7 8

E

D

C

B

A

.5

0

1

2

3

.5

1

TrifabTM VG 450 Framing System 2" Sightline16

ADMC030EN

NOVEMBER, 2016

For each application, end reactions MUST be checked. These charts are used to verify that the end reactions at the head and sill receptors are 500 lbs. (2224N) or less and will meet the specified wind load.

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

500lbs. Max. End Reaction

END REACTION CHARTSCHARTS

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)