2500 ut u s 1 - kawneer.com€¦ · architects – most extrusions illustrated in this catalog are...

26
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., 2015 kawneer.com 1 EC 97911-120 2500 UT Unitwall™ System ADMD230EN JANUARY, 2017 FEATURES For specific product applications, Consult your Kawneer representative. Features • 2500 UT Unitwall is a pre-glazed unitized curtain wall • 2-1/2" (63.5) sight line and 7-1/2" (190.5) Captured system depth or 6-1/2" (165.1) 4-side SSG system depth • Prefabricated and shipped knocked-down / assembled and glazed / stock length Polyamide Thermal Break • Screw spline shop assembly • Shop glazed infill options: - 1" (25.4) insulating vision - 1" (25.4) insulating spandrel • Three system types available: - Captured - 4-side SSG - Vertical SSG • No exterior applied joint seals • Exterior re-glazing capability • 90° and 135° inside and outside corners • Top of slab fully adjustable anchoring ±1" in & out, up & down and left & right • Fully tested including thermal and acoustical • Two color option • Permanodic TM anodized finishes in seven choices • Painted finishes in standard and custom choices Optional Features Steel reinforcing available Accepts GLASSvent TM UT windows with captured system type Profit$Maker TM Plus die sets available Product Applications Suitable for new construction or remodel Ideal for mid-rise and high-rise applications

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Page 1: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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kawneer.com

1

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017FEATURES

For specific product applications,Consult your Kawneer representative.

Features• 2500 UT Unitwall is a pre-glazed unitized curtain wall• 2-1/2" (63.5) sight line and 7-1/2" (190.5) Captured system depth or 6-1/2" (165.1) 4-side SSG system depth• Prefabricated and shipped knocked-down / assembled and glazed / stock length• Polyamide Thermal Break• Screw spline shop assembly• Shop glazed infill options: - 1" (25.4) insulating vision - 1" (25.4) insulating spandrel• Three system types available: - Captured - 4-side SSG - Vertical SSG• No exterior applied joint seals• Exterior re-glazing capability• 90° and 135° inside and outside corners• Top of slab fully adjustable anchoring ±1" in & out, up & down and left & right• Fully tested including thermal and acoustical• Two color option• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Steel reinforcing available• Accepts GLASSventTM UT windows with captured system type• Profit$MakerTM Plus die sets available

Product Applications• Suitable for new construction or remodel• Ideal for mid-rise and high-rise applications

Page 2: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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© K

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nc.,

2015

kawneer.com

2

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017BLANK PAGE

Page 3: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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nc.,

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kawneer.com

3

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

PICTORIAL VIEWS ..............................................................................4, 5TYPICAL DETAILS (CAPTURED SYSTEM) ...........................................6TYPICAL DETAILS (4-SIDE SSG SYSTEM) ...........................................7TYPICAL DETAILS (VERTICAL SSG SYSTEM) ....................................8CORNER DETAILS ............................................................................9, 10GLASSventTM UT WINDOWS ............................................................... 11ANCHORING .........................................................................................12WIND LOAD CHARTS ......................................................................13-16DEADLOAD CHARTS ...........................................................................17THERMAL CHARTS .........................................................................18-26

INDEX

Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. These concepts have been expanded and modified to afford you design freedom. Some miscellaneous details are non-standard and are intended to demonstrate how the system can be modified to expand design flexibility. Please contact your Kawneer representative for further assistance.

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: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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nc.,

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kawneer.com

4

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017PICTORIAL VIEW

TYPICAL UNIT(CAPTURED SYSTEM)

INTERIOR

EXTERIOR

Page 5: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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kawneer.com

5

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017PICTORIAL VIEW

CAPTURED SYSTEM SHOWN

EXTERIOR

Page 6: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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6

EC 97911-120

7 1/2"

2 1/

2"(6

3.5)

(190.5)

1

3

2

4

5 6 7

6A

4

5 6

3

1

7

2

2

6

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017TYPICAL DETAILS (CAPTURED SYSTEM)

TYPICAL ELEVATION(CAPTURED SYSTEM)

SCALE: 3" = 1'-0"

OPTIONAL STEELREINFORCINGAS REQUIRED

Page 7: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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7

EC 97911-120

6 1/2"

2 1/

2"(6

3.5)

(165.1)

1

3

2

4

5 6 7

6A

4

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3

1

7

2

2

6

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017TYPICAL DETAILS (4-SIDE SSG SYSTEM)

TYPICAL ELEVATION(4-SIDE SSG SYSTEM)

SCALE: 3" = 1'-0"

OPTIONAL STEELREINFORCINGAS REQUIRED

Page 8: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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8

EC 97911-120

1

3

2

4

5 6 7

6A

4

5 6

3

1

7

2

2

6

7 1/2"

2 1/

2"(6

3.5)

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2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017TYPICAL DETAILS (VERTICAL SSG SYSTEM)

TYPICAL ELEVATION(VERTICAL SSG SYSTEM)

SCALE: 3" = 1'-0"

OPTIONAL STEELREINFORCINGAS REQUIRED

Page 9: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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9

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017CORNER DETAILS (CAPTURED SYSTEM)

SCALE: 3" = 1'-0"

90° OUTSIDE CORNER

135° OUTSIDE CORNER

90° INSIDE CORNER

135° INSIDE CORNER

Page 10: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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kawneer.com

10

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017CORNER DETAILS (SSG SYSTEM)

90° SSG OUTSIDE CORNER

135° SSG OUTSIDE CORNER

90° SSG INSIDE CORNER

135° SSG INSIDE CORNER

SCALE: 3" = 1'-0"

Page 11: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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nc.,

2015

kawneer.com

11

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017GLASSventTM UT WINDOWS

SCALE: 3" = 1'-0"

HEAD

SILL

JAMB

Project-Out GLASSvent™ UT Window ShownCasement Window Similar

(With Captured System Only)

Page 12: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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kawneer.com

12

EC 97911-120

A A

5-1/4" (133.4)

8" (203.2)

1-5/

16"

(33)

3/4"

(19)

2-1/

8"(5

4)2-

1/8"

(54)

9/16"(14)

6" (152)2-7/16"

(62)

±1" (25.4)

9/16"(14)

2-3/

4"(7

0)

±1" (25.4)

9/16"(14)

6" (152)2-7/16"

(62)9/16"(14)

2-3/

4"(7

0)

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017ANCHORING

SEE SECTION CUTS BELOW

ANCHOR AT JAMB ANCHOR AT MULLION

2" Nominal

±1" Building Tolerance

±1" B

uild

ing

Tole

ranc

e

Page 13: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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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.,

2015

kawneer.com

13

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

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" (6.4) thick glass supported on two setting blocks placed at the loading points shown.

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.

WIND LOAD / DEAD LOAD CHARTS

Page 14: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

d bu

ildin

g an

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fety

cod

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over

ning

the

desi

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s va

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of p

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onfig

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, ope

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

14

EC 97911-120

427001 427002

I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

A

3

1.0

C

B

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017WIND LOAD CHARTS

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

SINGLE SPAN

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor.

*MULTI-SPAN24" SPLICE LOCATION

SSG Structural Silicone Limit - Silicone joint contact is .625".

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN30" SPLICE LOCATION

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN36" SPLICE LOCATION

Allowable Stress Design Load

LRFD Ultimate Design Load

A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 60 PSF (2880) 100 PSF (4790)

Page 15: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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impr

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

15

EC 97911-120

A

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

A

427001 427002

A

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

SINGLE SPANwith 1/2" x 3-1/2" Steel Bar

MULLION CENTERS IN FEETM

ULL

ION

HE

IGH

T IN

FE

ET

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN 24" SPLICE LOCATIONwith 1/2" x 3-1/2" Steel Bar

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN 30" SPLICE LOCATIONwith 1/2" x 3-1/2" Steel Bar

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN 36" SPLICE LOCATIONwith 1/2" x 3-1/2" Steel Bar

WIND LOAD CHARTS

When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor.

SSG Structural Silicone Limit - Silicone joint contact is .625".

(Aluminum)I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

WITH 1/2" X 3-1/2"STEEL BAR

(Steel)I = 1.786 (74.34 x 104)S = 1.021 (16.73 x 103)

Allowable Stress Design Load

LRFD Ultimate Design Load

A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 60 PSF (2880) 100 PSF (4790)

Page 16: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

d bu

ildin

g an

d sa

fety

cod

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over

ning

the

desi

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nd u

se o

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, and

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l pro

duct

s va

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impr

ovem

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

16

EC 97911-120

427001 427002

A

3

1.0

C

D

E

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E

A

3

1.0

C

D

4 5 6

1.5

2

10

9

11

12

13

14

16

15

3.0

4.0

24

23

22

21

20

19

18

17

3.5

5.0

4.5

6.0

5.5

7.0

6.5

2.5 8

B

E

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017WIND LOAD CHARTS

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor.

*MULTI-SPAN 24" SPLICE LOCATIONwith (2) 1/2" x 3-1/2" Steel Bars

SSG Structural Silicone Limit - Silicone joint contact is .625".

(Aluminum)I = 9.424 (392.25 x 104)S = 3.208 (52.57 x 103)

WITH (2) 1/2" X 3-1/2"STEEL BARS

(Steel)I = 3.572 (148.67 x 104)S = 2.041 (33.44 x 103)

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN 30" SPLICE LOCATIONwith (2) 1/2" x 3-1/2" Steel Bars

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EE

T

MULLION CENTERS IN METERS

MU

LLIO

N H

EIG

HT

IN M

ETE

RS

*MULTI-SPAN 36" SPLICE LOCATIONwith (2) 1/2" x 3-1/2" Steel Bars

SINGLE SPANwith (2) 1/2" x 3-1/2" Steel Bars

Allowable Stress Design Load

LRFD Ultimate Design Load

A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 60 PSF (2880) 100 PSF (4790)

Page 17: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

d bu

ildin

g an

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fety

cod

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over

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the

desi

gn a

nd u

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s va

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ssar

y fo

r pro

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impr

ovem

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

17

EC 97911-120

8765432100

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

201.0 2.0

6.0

5.0

4.0

3.0

2.0

1.0B

A

8765432100

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

201.0 2.0

6.0

5.0

4.0

3.0

2.0

1.0

B

A

I = 1.018 (42.37 x 104)S = 0.728 (11.93 x 103)

I = 1.967 (81.87 x 104)S = 1.515 (24.83 x 103)

427019

427013

427019427013

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017DEADLOAD CHARTS

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

SPAN IN FEETG

LAS

S H

EIG

HT

IN F

EE

T

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

SPAN IN FEET

GLA

SS

HE

IGH

T IN

FE

ET

SPAN IN METERS

GLA

SS

HE

IGH

T IN

ME

TER

S

Page 18: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

d bu

ildin

g an

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fety

cod

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over

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the

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l pro

duct

s va

ry w

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ssar

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duct

impr

ovem

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

18

EC 97911-120

2-1/2" Typ.

3'-0

"4'

-0"

8'-0

"6'

-0"

9'-0

"

31'-3

"

5'-0"

2-1/

2"Ty

p.

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017THERMAL CHARTSTHERMAL CHARTS

Vision Area Example Glass U-factor = 0.42 Btu/(ft2 · h · °F)

Vision Area = 5(9 + 8 + 4) = 105.0 ft2

Total Area (Vision) = 5' 2-1/2" (9' 3-3/4" + 8' 2-1/2" + 4' 2-1/2") = 113.2 ft2

Percentage of Vision Glass = (Vision Area ÷ Total Area)100 = (105.0 ÷ 113.2)100 = 93%Spandrel Area

Example Spandrel R-value = 15 (ft2 · h · °F)/Btu

Spandrel Area = 5(6 + 3) = 45.0 ft2

Total Area (Spandrel) = 5' 2-1/2" (6' 2-1/2" + 3' 3-3/4") = 49.6 ft2

Percent of Spandrel = (Spandrel Area ÷ Total Area)100 = (45.0 ÷ 49.6)100 = 91%

SPANDREL

VISION

VISION

SPANDREL

VISION

D.L.O.

D.L

.O.

D.L

.O.

D.L

.O.

D.L

.O.

D.L

.O.

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

(Based on single bay of Curtain Wall/Window Wall)

Page 19: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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the

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, ope

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

19

EC 97911-120

0.4793

%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

0.21

91%

2.00

3.00

4.00

5.00

11.0015.0019.0030.00

0.60

0.50

0.40

0.30

0.20

95 90 85 80 75 700.10

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

Based on 93% glass and center of glass U-Factor of 0.42System U-Factor is equal to 0.47 Btu/hr • ft2 • °F

THERMAL CHARTS

Vision Area Chart

Spandrel Area Chart

System U-factor vs Percent of Vision Area

COGU-Factor

Spandrel R-value

System U-factor vs Percent of Spandrel Area

Vision Area / Total Area (%)

Spandrel Area / Total Area (%)

Based on 91% spandrel and center of spandrel R-value of 15, system U-factor is equal to 0.21 Btu/hr • ft2 • °F

EXAMPLE

(NOT FOR DESIGN)

EXAMPLE

(NOT FOR DESIGN)

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

Page 20: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

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impr

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

20

EC 97911-120

0.48

0.46

0.44

0.42

0.40

0.38

0.36

0.34

0.32

0.30

0.28

0.26

0.24

0.22

0.20

0.18

0.16

0.14

0.12

0.10

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

707580859095

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017THERMAL CHARTS

System U-Factor vs Percent of Glass Area

Vision Area / Total Area %

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

COGU-Factor

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

Captured System

Page 21: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

21

EC 97911-120

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

707580859095

R2

R3

R4R5

R11

R15

R19R30

R19 wrapR30 wrap

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

Note:R-Values indicates center of spandrel value. R-wrap indicates insulation covering interior mullions. Charts are generated per AAMA 507.

Spandrel R-Value

System U-Factors for Spandrel Glass

Spandrel Area / Total Area (%)

THERMAL CHARTS

Syst

em U

-Fac

tor (

Btu

/h·ft

2 ·°F)

Page 22: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

22

EC 97911-120

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017THERMAL CHARTS

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

Vision Area / Total Area %(Total Daylight Opening / Projected Area)

COGSHGC

Charts are generated per AAMA 507

Syst

em S

HG

C

Visible Transmittance (VT) vs Percent of Vision Area

Vision Area / Total Area %(Total Daylight Opening / Projected Area)

COGVT

Syst

em V

T

Captured System

Captured System

Page 23: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

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d bu

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g an

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over

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

23

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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").

Captured System1" GLAZING

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

0.48 0.530.46 0.510.44 0.500.42 0.480.40 0.460.38 0.450.36 0.430.34 0.410.32 0.400.30 0.380.28 0.360.26 0.340.24 0.330.22 0.310.20 0.290.18 0.270.16 0.250.14 0.230.12 0.220.10 0.20

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.670.70 0.630.65 0.580.60 0.540.55 0.500.50 0.450.45 0.410.40 0.360.35 0.320.30 0.270.25 0.230.20 0.180.15 0.140.10 0.100.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.670.70 0.620.65 0.580.60 0.530.55 0.490.50 0.440.45 0.400.40 0.360.35 0.310.30 0.270.25 0.220.20 0.180.15 0.130.10 0.090.05 0.04

Page 24: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

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cod

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over

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the

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impr

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

24

EC 97911-120

0.48

0.46

0.44

0.42

0.40

0.38

0.36

0.34

0.32

0.30

0.28

0.26

0.24

0.22

0.20

0.18

0.16

0.14

0.12

0.10

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

707580859095

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

System U-Factor vs Percent of Glass Area

Vision Area / Total Area %

Syst

em U

-Fac

tor (

Btu

/hr •

ft2 •

°F)

COGU-Factor

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

SSG SYSTEM

THERMAL CHARTS

Page 25: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

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impr

ovem

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© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

25

EC 97911-120

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40

0.35

0.30

0.25

0.20

0.15

0.10

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017

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

Vision Area / Total Area %(Total Daylight Opening / Projected Area)

COGSHGC

Charts are generated per AAMA 507

Syst

em S

HG

C

Visible Transmittance (VT) vs Percent of Vision Area

Vision Area / Total Area %(Total Daylight Opening / Projected Area)

COGVT

Syst

em V

T

SSG SYSTEM

SSG SYSTEM

THERMAL CHARTS

Page 26: 2500 UT U S 1 - kawneer.com€¦ · Architects – Most extrusions illustrated in this catalog are standard products for Kawneer. ... ANCHOR AT JAMB ANCHOR AT MULLION ... WIND LOAD

Law

s an

d bu

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over

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impr

ovem

ent.

© K

awne

er C

ompa

ny, I

nc.,

2015

kawneer.com

26

EC 97911-120

2500 UT Unitwall™ System

ADMD230EN

JANUARY, 2017THERMAL PERFORMANCE MATRIX (NFRC SIZE)

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").

SSG System1" GLAZING

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

0.48 0.540.46 0.530.44 0.510.42 0.490.40 0.480.38 0.460.36 0.440.34 0.420.32 0.410.30 0.390.28 0.370.26 0.360.24 0.340.22 0.320.20 0.300.18 0.280.16 0.260.14 0.240.12 0.220.10 0.21

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.690.70 0.640.65 0.600.60 0.550.55 0.510.50 0.460.45 0.420.40 0.370.35 0.330.30 0.280.25 0.240.20 0.190.15 0.150.10 0.100.05 0.06

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.670.70 0.630.65 0.580.60 0.540.55 0.490.50 0.450.45 0.400.40 0.360.35 0.310.30 0.270.25 0.220.20 0.180.15 0.130.10 0.090.05 0.04