APRIL 2012 Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.com

20 PSF2530

40

50

10

11

12

13

14

15

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

7

8

9

1Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

I = 4.801S = 1.806

WW-400

RS-22 SteelI = 1.665S = 0.935

I = 4.801S = 1.806

WW-400

I = 4.801S = 1.806

WW-400

RS-22 SteelI = 1.665S = 0.935

RS-21 SteelI = 1.038S = 0.692

5

6

10

11

12

13

14

15

7

8

9

5

6

10

11

12

13

14

15

7

8

9

5

6

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

4050

10

11

12

13

14

15

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

7

8

9

2Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

5

6

10

11

12

13

14

15

7

8

9

5

6

10

11

12

13

14

15

I = 7.240S = 2.731

WW-410

RS-23 SteelI = 1.707S = 0.999

I = 7.240S = 2.731

WW-410

RS-23 SteelI = 1.707S = 0.999

RS-21 SteelI = 1.038S = 0.692

I = 7.240S = 2.731

WW-410

16

17

18

19

20

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF2530

4050

10

11

12

13

14

15

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

2530

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

7

8

9

3Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

5

6

10

11

12

13

14

15

7

8

9

5

6RS-23 SteelI = 1.707S = 0.999

WW-404

I = 4.328S = 2.123

RS-21 SteelI = 1.038S = 0.692

RS-23 SteelI = 1.707S = 0.999

WW-404

I = 4.328S = 2.123

I = 4.328S = 2.123

WW-404

10

11

12

13

14

15

0

7

8

9

5

6

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

4Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

I = 4.801S = 1.806

WW-400

I = 4.328S = 2.123

WW-404

I = 7.240S = 2.731

WW-410

EQ

UA

L

MU

LLIO

N H

EIG

HT

EQ

UA

L

EQ

UA

L

MU

LLIO

N H

EIG

HT

EQ

UA

L

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

40

50

10

11

12

13

14

15

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50M

ullio

n H

eigh

t (Fe

et)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

5Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

0

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 80

I = 8.526S = 2.557

WW-500

RS-19 SteelI = 3.117S = 1.295

WW-500

I = 8.526S = 2.557

WW-500

PP-16 SteelI = 2.389S = 1.124

I = 8.526S = 2.557

RS-19 SteelI = 3.117S = 1.295

WW-500

PP-16 SteelI = 2.389S = 1.124

I = 8.526S = 2.557

RS-19 SteelI = 3.117S = 1.295

PP-17 SteelI = 1.602S = 0.854

16

17

18

10

11

12

13

14

15

16

17

18

19

20

10

11

12

13

14

15

16

17

18

19

20

8

9

10

11

12

13

14

15

16

17

18

8

9

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

4050

10

16

17

18

19

20

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50M

ullio

n H

eigh

t (Fe

et)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

6Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

11

12

13

14

15

0

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 80

I = 12.735S = 3.790

WW-510

RS-18 SteelI = 3.549S = 1.514

I = 12.735S = 3.790

WW-510

PP-16 SteelI = 2.389S = 1.124

WW-510

RS-18 SteelI = 3.549S = 1.514

I = 12.735S = 3.790

Mullion Spacing (Feet)PP-16 SteelI = 2.389S = 1.124

PP-17 SteelI = 1.602S = 0.854

WW-510

RS-18 SteelI = 3.549S = 1.514

I = 12.735S = 3.790

10

16

17

18

19

20

11

12

13

14

15

10

16

17

18

19

20

11

12

13

14

15

10

16

17

18

19

20

11

12

13

14

15

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

4050

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50M

ullio

n H

eigh

t (Fe

et)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

7Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

10

11

12

13

14

15

0

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 80Mullion Spacing (Feet)

I = 8.177S = 3.076

WW-504

PP-16 SteelI = 2.389S = 1.124

RS-18 SteelI = 3.549S = 1.514

I = 8.177S = 3.076

WW-504

RS-18 SteelI = 3.549S = 1.514

I = 8.177S = 3.076

WW-504

PP-16 SteelI = 2.389S = 1.124

PP-17 SteelI = 1.602S = 0.854

RS-18 SteelI = 3.549S = 1.514

I = 8.177S = 3.076

WW-504

16

17

18

19

20

10

11

12

13

14

15

16

17

18

19

20

10

11

12

13

14

15

16

17

18

8

9

10

11

12

13

14

15

16

17

18

8

9

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

8Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

I = 48.905S = 9.625

WW-800

WW-201 Alum I-BeamI = 33.794S = 8.619

I = 48.905S = 9.625

WW-800

I = 48.905S = 9.625

WW-800

I = 48.905S = 9.625

WW-800

WW-201 Alum I-BeamI = 33.794S = 8.619

RS-20 SteelI = 6.932S = 2.520

WW-201 Alum I-BeamI = 33.794S = 8.619

RS-20 SteelI = 6.932S = 2.520

RS-20 SteelI = 6.932S = 2.520

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)10 432 5 6

Mullion Spacing (Feet)7 8

24

25

26

27

28

27

28

27

28

27

28

25

30

40

20 PSF

50

25

30

40

20 PSF

50

25

30

40

20 PSF

50

25

30

40

20 PSF

50

9Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance. TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

I = 31.06S = 6.583

WW-810

WW-209 Alum I-BeamI = 43.642S = 11.235

RS-20 SteelI = 6.932S = 2.520

RS-20 SteelI = 6.932S = 2.520

RS-20 SteelI = 6.932S = 2.520

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)10 432 5 6

Mullion Spacing (Feet)7 8

24

25

26

27

28

27

28

27

28

25

30

40

20 PSF

50

25

30

40

20 PSF

50

25

30

40

20 PSF

50

25

30

40

20 PSF

50

I = 31.06S = 6.583

WW-810

I = 31.06S = 6.583

WW-810

I = 31.06S = 6.583

WW-810

WW-209 Alum I-BeamI = 43.642S = 11.235

WW-209 Alum I-BeamI = 43.642S = 11.235

13

14

15

10Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF

25

30

40

50

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

I = 35.545S = 8.441

WW-804

WW-201 Alum I-BeamI = 33.794S = 8.619

WW-804

WW-201 Alum I-BeamI = 33.794S = 8.619

RS-20 SteelI = 6.932S = 2.773

WW-201 Alum I-BeamI = 33.794S = 8.619

RS-20 SteelI = 6.932S = 2.773

RS-20 SteelI = 6.932S = 2.773

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)10 432 5 6

Mullion Spacing (Feet)7 8

24

25

26

27

28

27

28

27

28

I = 35.545S = 8.441

I = 35.545S = 8.441

WW-804WW-804

I = 35.545S = 8.441

13

14

15

20 PSF

25

30

40

50

20 PSF

25

30

40

50

20 PSF

25

30

40

50

11Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1" SYSTEM - WIND LOAD CHARTSTM

20 PSF2530

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

12Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

0

10

11

12

13

14

15

8

9

I = 3.807S = 1.567

WW-450

RS-22 SteelI = 1.665S = 0.935

RS-22 SteelI = 1.665S = 0.935

RS-21 SteelI = 1.038S = 0.692

WW-450

WW-450

I = 3.807S = 1.567

I = 3.807S = 1.567

7

5

6

10

11

12

13

14

15

8

9

7

5

6

10

11

12

13

14

15

8

9

7

5

6

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

4050

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

13Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

0

10

11

12

13

14

15

8

9

7

5

6

10

11

12

13

14

15

8

9

7

5

6

10

11

12

13

14

15

8

9

7

5

6

I = 5.692S = 2.415

WW-460

RS-23 SteelI = 1.707S = 0.999

RS-21 SteelI = 1.038S = 0.692

RS-23 SteelI = 1.707S = 0.999

I = 5.692S = 2.415

WW-460

I = 5.692S = 2.415

WW-460

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

14Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

I = 4.328S = 2.123

WW-404

EQ

UA

L

MU

LLIO

N H

EIG

HT

EQ

UA

L

I = 3.807S = 1.567

WW-450

I = 5.692S = 2.415

WW-460

EQ

UA

L

MU

LLIO

N H

EIG

HT

EQ

UA

L

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50M

ullio

n H

eigh

t (Fe

et)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

15Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

0

10

11

12

13

14

15

8

9

7

10

11

12

13

14

15

I = 7.092S = 2.287

WW-550

I = 7.092S = 2.287

WW-550

RS-19 SteelI = 3.117S = 1.295

I = 7.092S = 2.287

WW-550

RS-19 SteelI = 3.117S = 1.295PP-16 SteelI = 2.389S = 1.124

20 PSF

25

30

40

50

10 432 5 6Mullion Spacing (Feet)

7 80

I = 7.092S = 2.287

WW-550

RS-19 SteelI = 3.117S = 1.295PP-16 SteelI = 2.389S = 1.124PP-17 SteelI = 1.602S = 0.854

16

17

10

11

12

13

14

15

8

9

7

16

17

16

17

18

19

20

10

11

12

13

14

15

16

17

18

19

20

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

20 PSF

2530

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

20 PSF

25

30

40

50

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

16Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

0

10

11

12

13

14

15

8

9

10

11

12

13

14

15

20 PSF

25

30

40

50

10 432 5 6Mullion Spacing (Feet)

7 80

16

17

10

11

12

13

14

15

8

9

16

17

16

17

18

19

20

10

11

12

13

14

15

16

17

18

19

20

I = 10.413S = 3.431

WW-560

I = 10.413S = 3.431

WW-560

RS-18 SteelI = 3.549S = 1.514

I = 10.413S = 3.431

WW-560

RS-18 SteelI = 3.549S = 1.514PP-16 SteelI = 2.389

S = 1.124

I = 10.413S = 3.431

WW-560

RS-18 SteelI = 3.549S = 1.514PP-16 SteelI = 2.389S = 1.124PP-17 SteelI = 1.602S = 0.854

18 18

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

17Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

I = 7.092S = 2.287

WW-550

I = 10.413S = 3.431

WW-560

EQ

UA

L

MU

LLIO

N H

EIG

HT

EQ

UA

L

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

20 PSF

25

30

40

50

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)

10 432 5 6Mullion Spacing (Feet)

7 8

24

25

26

23

16

17

18

19

20

21

22

Mul

lion

Hei

ght (

Feet

)10 432 5 6

Mullion Spacing (Feet)7 8

24

25

26

27

28

27

28

27

28

13

14

15

20 PSF

25

30

40

50

20 PSF

25

30

40

50

20 PSF

25

30

40

50

18Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

I = 40.498S = 8.915

WW-850

WW-201 Alum I-BeamI = 33.794S = 8.619

RS-20 SteelI = 6.932S = 2.773

I = 40.498S = 8.915

WW-850

WW-201 Alum I-BeamI = 33.794S = 8.619

I = 40.498S = 8.915

WW-850

WW-201 Alum I-BeamI = 33.794S = 8.619

RS-20 SteelI = 6.932S = 2.773

RS-20 SteelI = 6.932S = 2.773

I = 40.498S = 8.915

WW-850

Data is based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above13'-6", with a maximum deflection of 1 1/4". All curves reflect single span conditions, unless noted otherwise.

These curves reflect the limiting value for mullions with horizontals and are based on allowable windload stress for T6aluminum (15,000 psi) and A36 steel (20,000 psi).

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

RELIANCE CURTAIN WALL - 1/4" SYSTEM - WIND LOAD CHARTSTM

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINT

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

19Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

1/4 POINT

I = 1.340S = 1.072

WW-400

I = 1.681S = 1.345

WW-500

RELIANCE CURTAIN WALL - 1" SYSTEM - DEAD LOAD CHARTSTM

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).

Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1" thick insulating glass (6.5 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINT

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

20Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

1/4 POINT

I = 1.340S = 1.072

WW-432/WW-433

I = 1.681S = 1.345

RELIANCE CURTAIN WALL - 1" SYSTEM - DEAD LOAD CHARTSTM

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).

Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1" thick insulating glass (6.5 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

WW-532/WW-533

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINTGla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

21Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

RELIANCE CURTAIN WALL - 1" SYSTEM - DEAD LOAD CHARTSTM

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).

Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1" thick insulating glass (6.5 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

I = 3.450S = 2.760

WW-810

11

12

13

14

15

9 10

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINT

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

22Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

1/4 POINT

RELIANCE CURTAIN WALL - 1/4" SYSTEM - DEAD LOAD CHARTSTM

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).

Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1/4" thick glass (3.25 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

I = 1.333S = 1.067

WW-450

I = 1.674S = 1.339

WW-550

9 10

9 10

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINT

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

23Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

1/4 POINT

RELIANCE CURTAIN WALL - 1/4" SYSTEM - DEAD LOAD CHARTSTM

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).

Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1/4" thick glass (3.25 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

I = 0.748S = 0.461

WW-482

I = 0.822S = 0.483

WW-582

1/8 POINT

0 1 2 3 4 5 6 7 80

1

2

3

4

5

6

7

8

9

10

1/4 POINT

Gla

ss H

eigh

t (Fe

et)

Glass Width (Feet)

24Phone: 1-866-OLDCASTLE (653-2278)Web Address: www.oldcastlebe.comAPRIL 2012

RELIANCE CURTAIN WALL - 1/4" SYSTEM - DEAD LOAD CHARTSTM

These curves are based on allowable windload stress for T6 aluminum (15,000 psi).

Data is based on maximum deflection of 1/8" at the center of an intermediate horizontal. All curves are calculated for1/4" thick insulating glass (3.25 PSF) supported on two setting blocks at 1/4 or 1/8 point loading locations.

For special applications not covered by these curves, please consult your local Oldcastle BuildingEnvelope facility forassistance.

TM

11

12

13

14

15

9 10

I = 4.554S = 3.644

WW-850