Microsoft Specifying_Windows_and_Doors_Using_Performance_Standards [Compatibility Mode] HHC50LP Specifying Windows And Doors Using Performance Standards

User Manual: HHC50LP

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1

Specifying Windows

dD U i

an

d

D

oors

U

s

i

ng

Performance Standards

2

Thi i i t d ith th AIA/CES f

Thi

s program

i

s reg

i

s

t

ere

d

w

ith

th

e

AIA/CES

f

or

continuing professional education. As such, it does

not include content that may be deemed or construed

not

include

content

that

may

be

deemed

or

construed

to be an approval or endorsement by the AIA of any

material of construction or any method or manner of

material

of

construction

or

any

method

or

manner

of

handling, using, distributing, or dealing in any material

or product Questions related to specific materials

or

product

.

Questions

related

to

specific

materials

,

methods, and services may be addressed at the

conclusion of this presentation

conclusion

of

this

presentation

.

3

Thi

s

p

r

ese

nt

a

ti

o

n i

s

p

r

o

t

ec

t

ed

by

U

.

S

.

a

n

d

s p ese a o s p o ec ed by U S a d

International copyright laws. Reproduction,

distribution, display and use of the presentation

without written permission of the speaker is

without

written

permission

of

the

speaker

is

prohibited.

©A i A hit t l

©

A

mer

i

can

A

rc

hit

ec

t

ura

l

Manufacturers Association 2008

4

Specifying Windows and Doors

Ui P f St d d

U

s

i

ng

P

er

f

ormance

St

an

d

ar

d

s

LiObjti

L

earn

i

ng

Obj

ec

ti

ves:

Understand The Evolution Of Window

dD St d d dC d R f

an

d

D

oor

St

an

d

ar

d

s an

d

C

o

d

e

R

e

f

erences

Recognize How To Use The Standard To

Specify Product Type Performance Level And

Specify

Product

Type

,

Performance

Level

And

Key Performance Attributes



Analyze Special Requirements for Different



Analyze

Special

Requirements

for

Different

Window and Door Types



Learn To Use the Short Form Specification



Learn

To

Use

the

Short

Form

Specification

5

The New Standard

A

AMA/WDMA/CSA

101/I.S. 2/A440-05

6

Getting to 101

-

05

Getting

to

101

-

05

1947

The first Guide Specification for

Aluminum Windows was released

1985

AAMA “101” standard for aluminum

windows and doors was released

Aluminum

Windows

was

released

.

1950

Performance levels for different

applications were first defined.

1962

windows

and

doors

was

released

.

1988

AAMA “101” standard for aluminum

windows and doors is updated from

1985 document and released.

1993

AAMA “101” standards for

aluminum and vinyl windows and

doors combined and released.

1962

AAMA 302 aluminum window

standard was released.

1986

AAMA “101” standard for vinyl windows and doors was released. 1994

AAMA and NWWDA begin work to consolidate the two

AAMA

and

NWWDA

begin

work

to

consolidate

the

two

major U.S. standards for windows and glass doors. 1997

ANSI/AAMA/NWWDA 101/I.S. 2-97 was released, encompassing products made of aluminum,

vinyl, fiberglass or wood, as well as those with aluminum- or vinyl-clad wood framing members. 2002

ANSI/AAMA/WDMA 101/I S 2/NAFS

02 was released which

ANSI/AAMA/WDMA

101/I

.

S

.

2/NAFS

-

02

,

was

released

,

which

incorporates skylights, sidelites and transoms for the first time. 2005

AAMA/WDMA/CSA 101/I.S. 2/A440-05 was issued, fully consolidating U.S. and Canadian standards and

adding four more operator types, eight additional materials and requirements for side-hinged doors.

7

Ke

y

Features of

y

AAMA/WDMA/CSA

101/I S 2/A440

05

101/I

.

S

.

2/A440

–

05

Performance Based

8

Ke

y

Features of

y

AAMA/WDMA/CSA

101/I S 2/A440

05

101/I

.

S

.

2/A440

–

05

Performance Based



Material Neutral



Material

Neutral

9

Ke

y

Features of

y

AAMA/WDMA/CSA

101/I S 2/A440

05

101/I

.

S

.

2/A440

–

05

Performance Based



Material Neutral



Material

Neutral

Referenced by IBC and IRC

10

Ke

y

Features of

y

AAMA/WDMA/CSA

101/I S 2/A440

05

101/I

.

S

.

2/A440

–

05

Performance Based



Material Neutral



Material

Neutral

Referenced by IBC and IRC

Multinational in Scope

11

Using 101/I S 2/A440

-

05

Using

101/I

.

S

.

2/A440

-

05

What type of product?



What application?



What

application?

Performance level?

12

What Type of Product?

12

What

Type

of

Product?

13

Product Types

Product

Types

30 Product Types are

Identified in the 2005

Standard by a Specific

Letter Code

Letter

Code

.

14

Application:

What Kind of Building?

14

What

Kind

of

Building?

15

Performance Class

15

Performance

Class

R LC C HC AW

16

Performance Grade

Performance

Grade

Product Minimum Minimum

Wind Speed

Performance

Class Performance

Grade Design Pressure

(psf)

Wind

Speed

(mph)

Windows and Doors

R 15 720 (15.0) 77

LC 25 1200 (25.0) 100

C 30 1440 (30.0) 109

HC 40 1920 (40.0) 126

AW 40 1920 (40.0) 126

17

Product Designation System

Product

Designation

System

HS – R 15 – 63x44

PRODUCT KEY

PRODUCT

KEY

A= Product Type: Horizontal Siding Window (HS)

B= Performance Class: R

C= Performance Grade: Design Pressure = 15 psf

D= Maximum Size Tested: Width x Height (63x44)

18

AAMA Label

AAMA

Label

19

BiPf

B

as

i

c

P

er

f

ormance

Re

q

uirements

q

Structural adequacy to withstand

di idld

d

es

i

gn w

i

n

d

l

oa

d

s



Resistance to water penetration



Resistance

to

water

penetration

Resistance to air infiltration

Resistance to forced entry

20

ASCE Design Wind Load Map

ASCE

Design

Wind

Load

Map

21

Design Wind Load Table (psf)

Design

Wind

Load

Table

(psf)

Mean Roof

Height (ft.) Positive Pressure

All Areas

Negative Pressure

Area 4 Area 5

BASIC WIND SPEED – 70 MPH

15 16.6 -17.6 -22.6

20 18.0 -19.1 -24.6

25 19.2 -20.4 -26.2

30 20.3 -21.5 -27.7

40 21.9 -23.3 -29.9

50 23.4 -24.8 -31.9

60 24.6 -26.1 -33.6

70 25.7 -27.2 -35.0

80

26 7

-

28 3

-

36 4

80

26

.

7

28

.

3

36

.

4

90 27.7 -29.4 -37.8

Excerpt from ASCE-7 and AAMA TIR-A10

22

Structural Loading

22

Structural

Loading

23

Minimum Performance

Minimum

Performance

Requirements Listed by Class

Window/Door

Classes Design Pressure

(psf) Structural Test

Pressure (psf)

R

15

22 5

R

15

22

.

5

LC 25 37.5

C30 45.0

HC 40 60.0

AW 40 60.0

24

U if L d D fl ti

U

n

if

orm

L

oa

d

D

e

fl

ec

ti

on

Test at the Design Pressure

A minimum uniform design pressure load

is applied to the test specimen, first to

the exterior surface (positive) and then

tthiti f ( ti )

Deflection at design pressure is reported

t

o

th

e

i

n

t

er

i

or sur

f

ace

(

nega

ti

ve

)

.

Deflection

at

design

pressure

is

reported

for all products. For HC and AW

p

roducts

,

the deflection must not exceed

p,

L/175.

25

Structural Load Requirements

Structural

Load

Requirements

1997 Version

Uniform Load Structural Test

There can be no permanent deformation of

There

can

be

no

permanent

deformation

of

any mainframe, sash, panel or sash member

in excess of 0.4% of its span for R, LC, C or

C%ff

H

C

class products or 0.2

%

o

f

its span

f

or AW

class products

0.4% or 0.2%

26

Structural Load Requirements

Structural

Load

Requirements

2002 and 2005 Versions

Uniform Load Structural Test

There can be no permanent deformation of any

There

can

be

no

permanent

deformation

of

any

mainframe, sash, sash member, leaf or threshold/

sill in excess of 0.4% of its span for R, LC class

dt03%fit fC dHCl

pro

d

uc

t

s,

0

.

3%

o

f

it

s span

f

or

C

an

d

HC

c

l

ass

products, or 0.2% of its span for AW class products

0.4%, 0.3% or 0.2%

27

Water Penetration

27

Water

Penetration

28

Water Test Pressure

Water

Test

Pressure

29

Minimum Performance

Ri tLitdbCl

R

equ

i

remen

t

s

Li

s

t

e

d

b

y

Cl

ass

Window/Door

Classes

Design

Pressure

(psf)

Structural

Test Pressure

(psf)

Wate

r

Resistance

Test Pressure

(psf)

Required

Percentage

For Water

Testing

R15 22.5 2.9 *

LC

25

37.5

3.8

15%

LC

25

37.5

3.8

15%

C30 45.0 4.5 15%

HC 40 60.0 6.0 15%

AW 40 60.0 8.0 20%

* R15 products are tested at 2.9 psf, which is higher than the 15% of

design pressure, as required for other higher ratings within the R class.

30

Performance Considerations

Rltdt D i P

R

e

l

a

t

e

d

t

o

D

es

i

gn

P

ressure

Performance Grade =Design Pressure

Structural Test Pressure =1.5 Design Pressure

Water Resistance Test Pressure =0.15 Design Pressure for R, LC, C

and HC

020DesignPressureforAW

0

.

20

Design

Pressure

for

AW

31

Air Infiltration

31

Air

Infiltration

Air Infiltration Control Panel

32

Air Infiltration Test Pressure

FOR VARIOUS PERFORMANCE CLASSES

Air

Infiltration

Test

Pressure

6

7

6.2 6.2

4

5

2

3

p

sf

1.6 1.6 1.6

0

1

RLCCHCAW

p

33

Maximum Air Infiltration

Maximum

Air

Infiltration

FOR VARIOUS PERFORMANCE CLASSES AND GRADES

Field air infiltration is permitted to be 1 5 times values shown below

0.35 cfm/s

q

. ft.

Field

air

infiltration

is

permitted

to

be

1

.

5

times

values

shown

below

.

02

0.25

0.3

q

0.1 cfm/sq.

ft for all

01

0.15

0

.

2

ft

.

for

all

compression

seal products

0

0.05

0

.

1

RLCCHCAW

3434

Resistance to Forced Entry

Resistance

to

Forced

Entry

ASTM F 588

ASTM

F

588

ASTM F 842

AAMA 1304

35

AAMA Label

AAMA

Label

36

Window Testing

36

Window

Testing

37

Minimum Test

Size Requirements

TtS lR i t

T

es

t

S

amp

l

e

R

equ

i

remen

t

s

(Example: Casement Windows)

Window 2005 Minimum

Designation Frame Size

C-R15 24" (600 mm) x 60" (1500 mm)

C-LC25 32" (800 mm) x 60" (1500 mm)

C-C30 32" (800 mm) x 60" (1500 mm)

C-HC40 36" (900 mm) x 60" (1500 mm)

C-AW40 36" (900 mm) x 60" (1500 mm)

38

Minimum Test Sizes

Largest Width

Lar

g

est

Must include

all intermediate

g

Height

members to be

qualified.

39

Maximum Size Tested

Maximum

Size

Tested

40

Higher

Higher

Performance

Gd ?

G

ra

d

es

?

41

Optional Performance Grades

Optional

Performance

Grade

Applicable

Product

Desi

g

nation

Design

Pressure Structural Test

Pressure

Water Resistance Test Pressure

R, LC, C and HC AW

g

psf (Pa)psf(Pa)psf(Pa)psf(Pa)

20 R 20.0 (960) 30.0 (1440) 3.00 (150) - -

25 R 25.0 (1200) 37.5 (1800) 3.75 (180) - -

30 R,LC 30.0 (1440) 45.0 (2160) 4.50 (220) - -

35 R,LC,C 35.0 (1680) 52.5 (2520) 5.25 (260) - -

40

RLCC

40 0

(1920)

60 0

(2880)

600

(290)

40

R

,

LC

,

C

40

.

0

(1920)

60

.

0

(2880)

6

.

00

(290)

45 R,LC,C,

HC,AW 45.0 (2160) 67.5 (3240) 6.75 (330) 9.00 (440)

50 R,LC,C,

HC AW

50.0 (2400) 75.0 (3600) 7.50 (360) 10.00 (480)

HC

,

AW

55 R,LC,C,

HC,AW 55.0 (2640) 82.5 (3960) 8.25 (400) 11.00 (530)

60 R,LC,C,

HC,AW 60.0 (2880) 90.0 (4320) 9.00 (440) 12.00 (580)

Optional Performance Grades higher than those shown on the table may be used in increments of 5 psf.

Water resistance test pressures are capped at 15 psf in the 2002 version of the standard.

Ratings are capped at the entry level plus 60 psf in the 2002 & 2005 version of the standard, except for the AW class.

42

Optional Performance Grades (cont'd)

Optional

Performance

Grade

Applicable

Product

Desi

g

nation

Design

Pressure Structural Test

Pressure

Water Resistance Test Pressure

R, LC, C and HC AW

g

psf Pa psf Pa psf Pa psf Pa

65 R,LC,C,

HC,AW 65.0 3120 97.5 4680 9.75 470 12.00 580

70 R,LC,C,

HC AW

70.0 3360 105.0 5040 10.50 510 12.00 580

HC

,

AW

75 R,LC,C,

HC,AW 75.0 3600 112.5 5400 11.25 540 12.00 580

80 LC,C,

HC,AW 80.0 3840 120.0 5760 12.00 580 12.00 580

LC C

85

LC

,

C

,

HC,AW 85.0 4080 127.5 6120 12.00 580 12.00 580

90 C, HC,AW 90.0 4320 135.0 6480 12.00 580 12.00 580

95 HC,AW 95.0 4560 142.5 6840 12.00 580 12.00 580

100 HC,AW 100.0 4800 150.0 7200 12.00 580 12.00 580

Optional Performance Grades higher than those shown on the table may be used in increments of 5 psf.

Water resistance test pressures are capped at 15 psf in the 2002 version of the standard.

Ratings are capped at the entry level plus 60 psf in the 2002 & 2005 version of the standard, except for the AW class.

43

Oti l

O

p

ti

ona

l

Performance

Grades

Must meet ALL minimum

g

atewa

y

gy

performance requirements before

testing at optional higher grades.

44

Optional Performance

Optional

Performance

Grades Examples

1. Tested Design Pressure @ 80 psf

Tested Water Resistance @ 8.00 psf AW40 / HC50 97/02/05

2. Tested Design Pressure @ 50 psf

Tested Water Resistance @ 12.00 psf AW50 / HC50 97/02/05

3. Tested Design Pressure @ 75 psf

Tested Water Resistance @ 12.00 psf AW75 / HC75 97 & 05 only

The performance grade assigned must be

iihhl llhid

AW60 / HC75 02 only

cons

i

stent w

i

t

h

t

h

e

l

owest test

l

eve

l

ac

hi

eve

d

.

45

Special

Special

Requirements

PWid T ?

P

er

Wi

n

d

ow

T

ype

?

46

Deglazing

46

Deglazing

47

Life Cycle Testing

47

Life

Cycle

Testing

48

Concerns Addressed b

y

y

AAMA 910 Life Cycle Testing

Carelessness by the occupants or

maintenance

p

ersonnel.

p

Unawareness of proper operating

or maintenance procedures.

or

maintenance

procedures.

Operating force beyond the limits of

normal physical ability

normal

physical

ability

.

Attempted operation without proper

kdi

k

eys or

d

ev

i

ces.

49

AAMA 910 Lif C l

AAMA

910

Lif

e

C

yc

l

e

Testin

g

Excludes:

g

Vandalism

Improper installation/handling practices

Intentional abuse

Detention or psychiatric applications

50

Requirements for Mullions

50

Requirements

for

Mullions

51

Mullions or Other

Mullions

or

Other

Structural Members

Products assembled at the

factory are tested as a single

factory

are

tested

as

a

single

complete unit per the 2005

standard or its predecessors.

Products stacked or combined in

the field must be tested for

the

field

must

be

tested

for

mullion integrity per AAMA 450.

52

Mullions and Other

Mullions

and

Other

Structural Members

Must withstand the full design

load for the project site

load

for

the

project

site

.

Deflection for all AW and HC

products cannot exceed 1/175 of

products

cannot

exceed

1/175

of

the span length in the 2005

version.

Evidence of compliance may be

by structural analysis or AAMA

450.

53

Glass and Glazing Materials

Glass

and

Glazing

Materials



ASTM E 1300

“

Standard Practice For



ASTM

E

1300

Standard

Practice

For

Determining The Minimum Thickness

And Type Of Glass Required To Resist

And

Type

Of

Glass

Required

To

Resist

A Specified Load”



Glass furnished by the manufacturer



Glass

furnished

by

the

manufacturer

must meet the values given in ASTM

E 1300 for the desi

g

n

p

ressure ratin

g

gp g

of the product

54

Performance Requirements

For Side

Hinged Entry Doors

54

For

Side

-

Hinged

Entry

Doors

55

Laborator

y

and Field Testin

g

55

yg

56

Short Form Specification

A

ll (windows) (doors) (unit skylights) shall conform

to the ___________ voluntary specification(s)

in AAMA/WDMA/CSA 101/I.S. 2/A440-05, be

labeled with the AAMA, CSA or WDMA label,

have the sash arrangement(s), leaf arrangement(s),

or sliding door panel arrangement(s) and be of

the size(s) shown on the drawings and be as

manufactured by ___________ or approved equal.

57

Short Form Specification

A

ll (windows) (doors) (unit skylights) shall conform

to the HS-LC25 voluntary specification(s)

in AAMA/WDMA/CSA 101/I.S. 2/A440-05, be

labeled with the AAMA, CSA or WDMA label,

have the sash arrangement(s), leaf arrangement(s),

or sliding door panel arrangement(s) and be of

the size(s) shown on the drawings and be as

manufactured by XYZ Windows or approved equal.

58

The New Standard

A

AMA/WDMA/CSA

101/I.S. 2/A440-05

59

Specifying Windows

Specifying

Windows

and Doors Using

Performance Standards

Performance

Standards

American Architectural

Manufacturers Association

Manufacturers

Association

60

Seminar Evaluation

Seminar

Evaluation

Please take a moment to complete

Please

take

a

moment

to

complete

the evaluation form. Thank You.

61